Download - UFGS 03 37 00 Preplaced-Aggregate Concrete 03 37 00.pdf · 3.1 PREPARATION FOR PLACEMENT ... handling, and storage of all aggregate, ... ASTM C618 (2017) Standard Specification for

**************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS- 03 37 00 ( November 2009) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Pr epar i ng Act i v i t y: USACE Super sedi ng UFGS- 03 37 00 ( Apr i l 2006)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2018**************************************************************************

SECTI ON TABLE OF CONTENTS

DI VI SI ON 03 - CONCRETE

SECTI ON 03 37 00

PREPLACED- AGGREGATE CONCRETE

11/09

PART 1 GENERAL

1. 1 UNI T PRI CES 1. 1. 1 Payment 1. 1. 2 Measur ement 1. 1. 3 Uni t of Measur e 1. 2 REFERENCES 1. 3 SUBMI TTALS 1. 4 QUALI TY ASSURANCE 1. 4. 1 Gover nment Pr econst r uct i on Sampl i ng and Test i ng 1. 4. 1. 1 Aggr egat es 1. 4. 1. 2 Cement i t i ous Mat er i al s, Admi xt ur es, and Cur i ng Compound 1. 4. 2 Const r uct i on Test i ng by Gover nment

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON 2. 1. 1 Desi gn of Pr epl aced Aggr egat e 2. 1. 2 Maxi mum Wat er - Cement Rat i o ( W/ C) 2. 2 MATERI ALS 2. 2. 1 Cement i t i ous Mat er i al s 2. 2. 1. 1 Por t l and Cement 2. 2. 1. 2 Pozzol an 2. 2. 1. 3 [ Gr ound Gr anul at ed Bl ast - Fur nace Sl ag 2. 2. 2 Aggr egat es 2. 2. 2. 1 Li st ed Sour ces 2. 2. 2. 2 Fi ne- Aggr egat e Gr adi ng 2. 2. 2. 3 Coar se- Aggr egat e Gr adi ng 2. 2. 2. 4 Coar se- Aggr egat e Par t i c l e Shape 2. 2. 2. 5 Concr et e Aggr egat e Sour ces 2. 2. 2. 5. 1 Li st of Sour ces 2. 2. 2. 5. 2 Sel ect i on of Sour ce 2. 2. 2. 6 Coar se- Aggr egat e Qual i t y 2. 2. 3 Chemi cal Admi xt ur es 2. 2. 3. 1 Ai r - Ent r ai ni ng Admi xt ur e 2. 2. 3. 2 Gr out Fl ui di f i er

SECTI ON 03 37 00

2. 2. 3. 3 Wat er - Reduci ng or Ret ar di ng Admi xt ur es 2. 2. 4 Cur i ng Mat er i al s 2. 2. 4. 1 I mper vi ous- Sheet Cur i ng Mat er i al s 2. 2. 4. 2 Membr ane- For mi ng Cur i ng Compound 2. 2. 4. 3 Bur l ap 2. 2. 5 Wat er 2. 2. 6 Nonshr i nk Gr out 2. 3 GROUT MI XTURE PROPORTI ONI NG 2. 3. 1 Qual i t y of Mi xt ur e 2. 3. 2 Ai r Cont ent 2. 3. 3 Gr out Fl ow 2. 4 EQUI PMENT 2. 4. 1 Capaci t y 2. 4. 2 Bat chi ng Equi pment 2. 4. 2. 1 Scal es 2. 4. 2. 2 Bat chi ng Tol er ances 2. 4. 2. 2. 1 Tol er ances on Mass 2. 4. 2. 2. 2 Vol umet r i c Tol er ances 2. 4. 2. 3 Gr out Mi xer 2. 4. 2. 4 Agi t at or Tank 2. 4. 2. 5 Gr out Pump 2. 4. 3 Gr out Pi pe Syst em 2. 4. 3. 1 Del i ver y Pi pes 2. 4. 3. 2 Gr out I nser t Pi pes 2. 4. 3. 3 Soundi ng Wel l s

PART 3 EXECUTI ON

3. 1 PREPARATI ON FOR PLACEMENT 3. 1. 1 Embedded I t ems 3. 1. 2 Concr et e on Ear t h Foundat i ons 3. 1. 3 Concr et e on Rock Foundat i ons 3. 1. 4 Under wat er Pl acement 3. 1. 5 Concr et e Sur f aces 3. 1. 6 Const r uct i on Joi nt Tr eat ment 3. 1. 6. 1 Joi nt Pr epar at i on 3. 1. 6. 2 Ai r - Wat er Cut t i ng 3. 1. 6. 3 Hi gh- Pr essur e Wat er Jet 3. 1. 6. 4 Wet Sandbl ast i ng 3. 1. 6. 5 Wast e Di sposal 3. 2 COARSE- AGGREGATE AND GROUT PLACEMENT 3. 2. 1 Coar se- Aggr egat e Washi ng and Scr eeni ng 3. 2. 2 Tr anspor t i ng and Pl aci ng Coar se Aggr egat e 3. 2. 3 Col d- Weat her Pl aci ng of Pr epl aced- Aggr egat e Concr et e 3. 2. 4 Hot - Weat her Pl aci ng of Pr epl aced- Aggr egat e Concr et e 3. 2. 5 Gr out Mi xi ng and Pumpi ng 3. 2. 5. 1 Char gi ng Sequence 3. 2. 5. 2 Mi x i ng Ti me 3. 2. 5. 3 Pumpi ng Pr ocedur e 3. 2. 5. 4 Bl ocked Pi pes 3. 2. 5. 5 Pl aci ng Temper at ur e 3. 3 FI NI SHI NG 3. 3. 1 [ For med Top Sur f ace 3. 3. 2 [ Scr eeded or Tr owel l ed Sur f ace 3. 4 CURI NG AND PROTECTI ON 3. 4. 1 Dur at i on 3. 4. 2 Moi st Cur i ng 3. 4. 3 Cur i ng wi t h Membr ane- For mi ng Cur i ng Compound 3. 4. 3. 1 Pi gment ed Cur i ng Compound

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3. 4. 3. 2 Nonpi gment ed Cur i ng Compound 3. 4. 3. 3 Appl i cat i on 3. 4. 4 I mper vi ous- Sheet Cur i ng 3. 4. 5 Col d- Weat her Cur i ng and Pr ot ect i on 3. 4. 6 Appear ance 3. 5 TESTI NG AND QUALI TY VERI FI CATI ON FOR CONTRACTOR QUALI TY CONTROL 3. 5. 1 Gener al 3. 5. 2 Test i ng and I nspect i on Requi r ement s 3. 5. 2. 1 Fi ne Aggr egat e 3. 5. 2. 1. 1 Gr adi ng 3. 5. 2. 1. 2 Cor r ect i ve Act i on f or Fi ne- Aggr egat e Gr adi ng 3. 5. 2. 1. 3 Moi st ur e Cont ent Test i ng 3. 5. 2. 1. 4 Moi st ur e Cont ent Cor r ect i ve Act i on 3. 5. 2. 2 Coar se Aggr egat e 3. 5. 2. 2. 1 Gr adi nge 3. 5. 2. 2. 2 Cor r ect i ve Act i on f or Gr adi ng 3. 5. 2. 3 Qual i t y of Aggr egat es 3. 5. 2. 3. 1 Fr equency of Qual i t y Test s 3. 5. 2. 3. 2 Cor r ect i ve Act i on f or Aggr egat e Qual i t y 3. 5. 2. 4 Scal es 3. 5. 2. 4. 1 Accur acy i n Det er mi nat i on of Mass 3. 5. 2. 4. 2 Scal es Cor r ect i ve Act i on 3. 5. 2. 5 Gr out Pl ant Cont r ol 3. 5. 2. 6 Gr out Mi xt ur e 3. 5. 2. 6. 1 Ai r - Cont ent Test i ng 3. 5. 2. 6. 2 Ai r - Cont ent Cor r ect i ve Act i on 3. 5. 2. 7 Test f or Gr out Fl ow 3. 5. 2. 7. 1 Test s 3. 5. 2. 7. 2 Gr out Fl ow Cor r ect i ve Act i on 3. 5. 2. 7. 3 Temper at ur e 3. 5. 2. 7. 4 Compr essi ve- St r engt h Speci mens 3. 5. 2. 8 I nspect i on Bef or e Pumpi ng Gr out 3. 5. 2. 9 Gr out Pumpi ng 3. 5. 2. 9. 1 Pl aci ng I nspect i on 3. 5. 2. 9. 2 Pumpi ng Cor r ect i ve Act i on 3. 5. 2. 10 Cur i ng 3. 5. 2. 10. 1 Moi st - Cur i ng I nspect i ons 3. 5. 2. 10. 2 Moi st - Cur i ng Cor r ect i ve Act i on 3. 5. 2. 10. 3 Membr ane- Cur i ng I nspect i on 3. 5. 2. 10. 4 Membr ane- Cur i ng Cor r ect i ve Act i on 3. 5. 2. 10. 5 Sheet - Cur i ng I nspect i on 3. 5. 2. 10. 6 Sheet - Cur i ng Cor r ect i ve Act i on 3. 5. 2. 11 Col d- Weat her Pr ot ect i on and Seal ed I nsul at i on Cur i ng 3. 5. 2. 12 Col d- Weat her Pr ot ect i on Cor r ect i ve Act i on 3. 5. 3 Repor t s

ATTACHMENTS:

concr et e aggr egat es sour ces

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 03 37 00

**************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS- 03 37 00 ( November 2009) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Pr epar i ng Act i v i t y: USACE Super sedi ng UFGS- 03 37 00 ( Apr i l 2006)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2018**************************************************************************

SECTI ON 03 37 00

PREPLACED- AGGREGATE CONCRETE11/09

**************************************************************************NOTE: Thi s gui de speci f i cat i on cover s t he r equi r ement s f or f ur ni shi ng, haul i ng, and pr epl aci ng aggr egat e concr et e i nci dent al t o t he dr i l l i ng and t he gr out i ng. Thi s sect i on was or i gi nal l y devel oped f or USACE Ci vi l Wor ks pr oj ect s.

Adher e t o UFC 1- 300- 02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.

Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.

Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Cr i t er i a Change Request ( CCR) .

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PART 1 GENERAL

**************************************************************************NOTE: The cont ent of t hi s speci f i cat i on i s such t hat gui dance gi ven i n EM 1110- 2- 2000, " St andar d Pr act i ce f or Concr et e" , i s appl i cabl e.

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1. 1 UNI T PRI CES

**************************************************************************NOTE: I f Sect i on 01 22 00. 00 10 PRI CE AND PAYMENT PROCEDURES i s i ncl uded i n t he pr oj ect speci f i cat i ons, t hi s par agr aph t i t l e ( UNI T PRI CES) shoul d be del et ed f r om t hi s sect i on and t he r emai ni ng appr opr i at el y edi t ed subpar agr aphs bel ow

SECTI ON 03 37 00

shoul d be i nser t ed i nt o Sect i on 01 22 00. 00 10.**************************************************************************

1. 1. 1 Payment

Payment wi l l be made f or al l cost s associ at ed wi t h unl oadi ng, handl i ng, and st or age of al l aggr egat e, cement , [ pozzol an, ] f l ui di f i er , and chemi cal admi xt ur e used i n t he wor k, i ncl udi ng al l cost s of l abor and t he use of al l equi pment , t ool s, 150 by 300 mm 6 by 12 i nch cyl i nder mol ds, and ot her mat er i al s r equi r ed t o compl et e t he wor k, excl udi ng cost of r ei nf or cement and embedded par t s whi ch ar e speci f i ed t o be pai d f or separ at el y.

1. 1. 2 Measurement

Pr epl aced- Aggr egat e Concr et e wi l l be measur ed f or payment based on t he act ual vol ume pl aced wi t hi n t he payl i nes of t he st r uct ur es as i ndi cat ed.

1. 1. 3 Uni t of Measur e

Uni t of measur e: cubi c met er yar d.

1. 2 REFERENCES

**************************************************************************NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.

Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out s i de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.

Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.

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The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN ASSOCI ATI ON OF STATE HI GHWAY AND TRANSPORTATI ON OFFI CI ALS (AASHTO)

AASHTO M 182 ( 2005; R 2017) St andar d Speci f i cat i on f or Bur l ap Cl ot h Made f r om Jut e or Kenaf and Cot t on Mat s

AMERI CAN CONCRETE I NSTI TUTE I NTERNATI ONAL ( ACI )

ACI 211. 1 ( 1991; R 2009) St andar d Pr act i ce f or Sel ect i ng Pr opor t i ons f or Nor mal ,

SECTI ON 03 37 00

Heavywei ght and Mass Concr et e

ACI 214R ( 2011) Eval uat i on of St r engt h Test Resul t s of Concr et e

ACI 305R ( 2010) Gui de t o Hot Weat her Concr et i ng

ASME I NTERNATI ONAL ( ASME)

ASME B36. 10M ( 2015; Er r at a 2016) Wel ded and Seaml ess Wr ought St eel Pi pe

ASTM I NTERNATI ONAL ( ASTM)

ASTM C1064/ C1064M ( 2017) St andar d Test Met hod f or Temper at ur e of Fr eshl y Mi xed Hydr aul i c- Cement Concr et e

ASTM C1077 ( 2017) St andar d Pr act i ce f or Agenci es Test i ng Concr et e and Concr et e Aggr egat es f or Use i n Const r uct i on and Cr i t er i a f or Test i ng Agency Eval uat i on

ASTM C1107/ C1107M ( 2017) St andar d Speci f i cat i on f or Packaged Dr y, Hydr aul i c- Cement Gr out ( Nonshr i nk)

ASTM C117 ( 2017) St andar d Test Met hod f or Mat er i al s Fi ner t han 75- um ( No. 200) Si eve i n Mi ner al Aggr egat es by Washi ng

ASTM C123/ C123M ( 2014) St andar d Test Met hod f or Li ght wei ght Par t i c l es i n Aggr egat e

ASTM C1260 ( 2014) St andar d Test Met hod f or Pot ent i al Al kal i React i v i t y of Aggr egat es ( Mor t ar - Bar Met hod)

ASTM C127 ( 2015) St andar d Test Met hod f or Densi t y, Rel at i ve Densi t y ( Speci f i c Gr avi t y) , and Absor pt i on of Coar se Aggr egat e

ASTM C128 ( 2015) St andar d Test Met hod f or Densi t y, Rel at i ve Densi t y ( Speci f i c Gr avi t y) , and Absor pt i on of Fi ne Aggr egat e

ASTM C131/ C131M ( 2014) St andar d Test Met hod f or Resi st ance t o Degr adat i on of Smal l - Si ze Coar se Aggr egat e by Abr asi on and I mpact i n t he Los Angel es Machi ne

ASTM C136/ C136M ( 2014) St andar d Test Met hod f or Si eve Anal ysi s of Fi ne and Coar se Aggr egat es

ASTM C142/ C142M ( 2017) St andar d Test Met hod f or Cl ay Lumps and Fr i abl e Par t i c l es i n Aggr egat es

ASTM C150/ C150M ( 2017) St andar d Speci f i cat i on f or Por t l and Cement

SECTI ON 03 37 00

ASTM C1567 ( 2013) St andar d Test Met hod f or Pot ent i al Al kal i - Si l i ca React i v i t y of Combi nat i ons of Cement i t i ous Mat er i al s and Aggr egat e ( Accel er at ed Mor t ar - Bar Met hod)

ASTM C171 ( 2016) St andar d Speci f i cat i on f or Sheet Mat er i al s f or Cur i ng Concr et e

ASTM C231/ C231M ( 2017a) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Pr essur e Met hod

ASTM C260/ C260M ( 2010a; R 2016) St andar d Speci f i cat i on f or Ai r - Ent r ai ni ng Admi xt ur es f or Concr et e

ASTM C295/ C295M ( 2012) Pet r ogr aphi c Exami nat i on of Aggr egat es f or Concr et e

ASTM C309 ( 2011) St andar d Speci f i cat i on f or Li qui d Membr ane- For mi ng Compounds f or Cur i ng Concrete

ASTM C39/ C39M ( 2018) St andar d Test Met hod f or Compr essi ve St r engt h of Cyl i ndr i cal Concr et e Speci mens

ASTM C40 ( 2011) St andar d Test Met hod f or Or gani c I mpur i t i es i n Fi ne Aggr egat es f or Concr et e

ASTM C40/ C40M ( 2016) St andar d Test Met hod f or Or gani c I mpur i t i es i n Fi ne Aggr egat es f or Concr et e

ASTM C441/ C441M ( 2017) St andar d Test Met hod f or Ef f ect i veness of Pozzol ans or Gr ound Bl ast - Fur nace Sl ag i n Pr event i ng Excessi ve Expansi on of Concr et e Due t o t he Al kal i - Si l i ca React i on

ASTM C494/ C494M ( 2017) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Concr et e

ASTM C535 ( 2016) St andar d Test Met hod f or Resi st ance t o Degr adat i on of Lar ge- Si ze Coar se Aggr egat e by Abr asi on and I mpact i n t he Los Angel es Machi ne

ASTM C566 ( 2013) St andar d Test Met hod f or Tot al Evapor abl e Moi st ur e Cont ent of Aggr egat e by Dr yi ng

ASTM C618 ( 2017a) St andar d Speci f i cat i on f or Coal Fl y Ash and Raw or Cal c i ned Nat ur al Pozzol an f or Use i n Concr et e

ASTM C666/ C666M ( 2015) Resi st ance of Concr et e t o Rapi d Fr eezi ng and Thawi ng

ASTM C87/ C87M ( 2017) St andar d Test Met hod f or Ef f ect of Or gani c I mpur i t i es i n Fi ne Aggr egat e on

SECTI ON 03 37 00

St r engt h of Mor t ar

ASTM C937 ( 2016) Gr out Fl ui di f i er f or Pr epl aced- Aggr egat e Concr et e

ASTM C938 ( 2016) St andar d Pr act i ce f or Pr opor t i oni ng Gr out Mi xt ur es f or Pr epl aced- Aggr egat e Concrete

ASTM C939/ C939M ( 2016a) St andar d Test Met hod f or Fl ow of Gr out f or Pr epl aced- Aggr egat e Concr et e ( Fl ow Cone Met hod)

ASTM C943 ( 2017) St andar d Pr act i ce f or Maki ng Test Cyl i nder s and Pr i sms f or Det er mi ni ng St r engt h and Densi t y of Pr epl aced- Aggr egat e Concr et e i n t he Laboratory

ASTM C989/ C989M ( 2017) St andar d Speci f i cat i on f or Sl ag Cement f or Use i n Concr et e and Mor t ar s

ASTM D4791 ( 2010) Fl at Par t i c l es, El ongat ed Par t i c l es, or Fl at and El ongat ed Par t i c l es i n Coar se Aggr egat e

NATI ONAL I NSTI TUTE OF STANDARDS AND TECHNOLOGY ( NI ST)

NI ST HB 44 ( 2016) Speci f i cat i ons, Tol er ances, and Ot her Techni cal Requi r ement s f or Wei ghi ng and Measur i ng Devi ces

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

COE CRD- C 100 ( 1975) Met hod of Sampl i ng Concr et e Aggr egat e and Aggr egat e Sour ces, and Sel ect i on of Mat er i al f or Test i ng

COE CRD- C 104 ( 1980) Met hod of Cal cul at i on of t he Fi neness Modul us of Aggr egat e

COE CRD- C 114 ( 1997) Test Met hod f or Soundness of Aggr egat es by Fr eezi ng and Thawi ng of Concr et e Speci mens

COE CRD- C 130 ( 2001) St andar d Recommended Pr act i ce f or Est i mat i ng Scr at ch Har dness of Coar se Aggr egat e Par t i c l es

COE CRD- C 400 ( 1963) Requi r ement s f or Wat er f or Use i n Mi xi ng or Cur i ng Concr et e

COE CRD- C 94 ( 1995) Cor ps of Engi neer s Speci f i cat i on f or Sur f ace Ret ar der s

1. 3 SUBMITTALS

**************************************************************************NOTE: Revi ew submi t t al descr i pt i on ( SD) def i ni t i ons

SECTI ON 03 37 00

i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES and edi t t he f ol l owi ng l i s t t o r ef l ect onl y t he submi t t al s r equi r ed f or t he pr oj ect .

The Gui de Speci f i cat i on t echni cal edi t or s have desi gnat ed t hose i t ems t hat r equi r e Gover nment appr oval , due t o t hei r compl exi t y or cr i t i cal i t y , wi t h a " G. " Gener al l y, ot her submi t t al i t ems can be r evi ewed by t he Cont r act or ' s Qual i t y Cont r ol Syst em. Onl y add a “ G” t o an i t em, i f t he submi t t al i s suf f i c i ent l y i mpor t ant or compl ex i n cont ext of t he pr oj ect .

For submi t t al s r equi r i ng Gover nment appr oval on Ar my pr oj ect s, a code of up t o t hr ee char act er s wi t hi n t he submi t t al t ags may be used f ol l owi ng t he " G" desi gnat i on t o i ndi cat e t he appr ovi ng aut hor i t y. Codes f or Ar my pr oj ect s usi ng t he Resi dent Management Syst em ( RMS) ar e: " AE" f or Ar chi t ect - Engi neer ; " DO" f or Di st r i c t Of f i ce ( Engi neer i ng Di v i s i on or ot her or gani zat i on i n t he Di st r i c t Of f i ce) ; " AO" f or Ar ea Of f i ce; " RO" f or Resi dent Of f i ce; and " PO" f or Pr oj ect Of f i ce. Codes f ol l owi ng t he " G" t ypi cal l y ar e not used f or Navy, Ai r For ce, and NASA pr oj ect s.

Use t he " S" c l assi f i cat i on onl y i n SD- 11 Cl oseout Submi t t al s. The " S" f ol l owi ng a submi t t al i t em i ndi cat es t hat t he submi t t al i s r equi r ed f or t he Sust ai nabi l i t y eNot ebook t o f ul f i l l f eder al l y mandat ed sust ai nabl e r equi r ement s i n accor dance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.

Choose t he f i r st br acket ed i t em f or Navy, Ai r For ce and NASA pr oj ect s, or choose t he second br acket ed i t em f or Ar my pr oj ect s.

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Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on; submi t t al s not havi ng a " G" desi gnat i on ar e f or [ Cont r act or Qual i t y Cont r ol appr oval . ] [ i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . ] Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y eNot ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 03 Pr oduct Dat a

Gr out Mi xt ur e Pr opor t i oni ngGr out Mi xerEquipmentVibratorsTest i ng and Qual i t y Ver i f i cat i on f or Cont r act or Qual i t y Cont r olCur i ng and Pr ot ect i on; G[ , [ _____] ]Col d- Weat her Pl aci ng; G[ , [ _____] ]Hot - Weat her Pl aci ng; G[ , [ _____] ]

SD- 04 Sampl es

SECTI ON 03 37 00

Aggr egat es; G[ , [ _____] ]Cement i t i ous Mat er i al s, Admi xt ur es, and Cur i ng Compound; G[, [_____]]

SD- 06 Test Repor t s

Qual i t y of Aggr egat es; G[ , [ _____] ]Test i ng and Qual i t y Ver i f i cat i on f or Cont r act or Qual i t y Cont r ol

SD- 07 Cer t i f i cat es

Cement i t i ous Mat er i al sI mper vi ous- Sheet Cur i ng Mat er i al sAi r - Ent r ai ni ng Admi xt ur eNonshr i nk Gr outGr out Fl ui di f i erMembr ane- For mi ng Cur i ng Compound

1. 4 QUALI TY ASSURANCE

The i ndi v i dual s who sampl e and t est concr et e or t he const i t uent s of concr et e as r equi r ed i n t hi s speci f i cat i on shal l have demonst r at ed a knowl edge and abi l i t y t o per f or m t he necessar y t est pr ocedur es equi val ent t o t he ACI mi ni mum gui del i nes f or cer t i f i cat i on of Concr et e Fi el d Test i ng Techni c i ans, Gr ade I . The i ndi v i dual s who per f or m t he i nspect i on of concr et e const r uct i on shal l have demonst r at ed a knowl edge and abi l i t y equi val ent t o t he ACI mi ni mum gui del i nes f or cer t i f i cat i on of [ Concr et e Tr anspor t at i on Const r uct i on I nspect or ( CTCI ) ] [ Concr et e Const r uct i on I nspect or ( CCI ) ] , Level I I .

1. 4. 1 Gover nment Pr econst r uct i on Sampl i ng and Test i ng

1. 4. 1. 1 Aggregates

**************************************************************************NOTES: The Desi gner shoul d consul t t he appr opr i at e DM, i dent i f y t he sour ces f or aggr egat es, and i ncl ude t hem i n t he Aggr egat e Sour ces Templ at e at t ached t o t he end of t hi s sect i on. Cont act t he Di v i s i on Labor at or y f or i nf or mat i on t o f i l l i n t he bl anks below.

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The aggr egat e sour ces l i s t ed at t he end of t hi s sect i on have been t est ed and, at t he t i me t est i ng was per f or med, wer e capabl e of pr oduci ng mat er i al s of a qual i t y r equi r ed f or t hi s pr oj ect , pr ovi ded sui t abl e pr ocessi ng i s per f or med. The Cont r act or may f ur ni sh mat er i al s f r om a l i s t ed sour ce or f r om a sour ce not l i s t ed. Sampl es f r om any sour ce of coar se aggr egat e and any sour ce of f i ne aggr egat e, consi st i ng of not l ess t han [ 70] [ _____] kg [ 150] [ _____] pounds of each coar se aggr egat e and [ 35] [ _____] kg [ 75] [ _____] pounds t aken under t he super vi s i on of t he Cont r act i ng Of f i cer i n accor dance wi t h COE CRD- C 100 shal l be del i ver ed t o [ _____] wi t hi n 15 days af t er not i ce t o pr oceed. Sampl i ng and shi pment of sampl es shal l be at t he Cont r act or ' s expense. [ _____] days wi l l be r equi r ed t o compl et e eval uat i on of t he aggr egat es. Test i ng wi l l be per f or med by and at t he expense of t he Gover nment i n accor dance wi t h COE CRD- C 114 or ASTM t est met hods. The cost of t est i ng one sour ce f or each si ze of aggr egat e wi l l be bor ne by t he Gover nment . I f t he Cont r act or sel ect s mor e t han one sour ce f or each

SECTI ON 03 37 00

aggr egat e s i ze or sel ect s a subst i t ut e sour ce f or any s i ze aggr egat e af t er t he or i gi nal sour ce was t est ed, t he cost of t hat addi t i onal t est i ng wi l l be bor ne by t he Cont r act or . Test s t o whi ch aggr egat e may be subj ect ed ar e l i s t ed i n par agr aph QUALI TY OF AGGREGATES i n PART 3. The mat er i al f r om t he pr oposed sour ce shal l meet t he qual i t y r equi r ement s of t hi s par agr aph. The Gover nment ' s t est dat a and ot her i nf or mat i on on aggr egat e qual i t y of t hose sour ces l i s t ed at t he end of t hi s sect i on ar e i ncl uded i n t he Desi gn Memor andum and ar e avai l abl e f or r evi ew i n t he di st r i c t of f i ce. Qual i t y Assur ance t est i ng of aggr egat es by t he Gover nment does not r el i eve t he Cont r act or of qual i t y cont r ol r equi r ement s as out l i ned i n par agr aph TESTI NG AND QUALI TY VERI FI CATI ON FOR CONTRACTOR QUALI TY CONTROL i n PART 3.

1. 4. 1. 2 Cement i t i ous Mat er i al s, Admi xt ur es, and Cur i ng Compound

**************************************************************************NOTE: When t he opt i onal sent ence bel ow i s del et ed, t he cor r espondi ng manuf act ur er ' s cer t i f i cat i on shoul d be used. EM 1110- 2- 2000, " St andar d Pr act i ce f or Concr et e" , pr ovi des gui dance i n sel ect i ng t he opt i ons f or Gover nment or f or Cont r act or t est i ng.

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At l east 60 days i n advance of concr et e pl acement , not i f y t he Cont r act i ng Of f i cer of t he sour ce of mat er i al s, al ong wi t h sampl i ng l ocat i on, br and name, t ype, and quant i t y t o be used i n t he manuf act ur e and/ or cur i ng of t he concr et e. [ Sampl i ng and t est i ng wi l l be per f or med by and at t he expense of t he Gover nment except as ot her wi se speci f i ed. No mat er i al shal l be used unt i l not i ce has been gi ven by t he Cont r act i ng Of f i cer t hat t est r esul t s ar e sat i sf act or y. Submi t sampl es of mat er i al s f or Gover nment t est i ng and appr oval . The Gover nment wi l l sampl e and t est ot her chemi cal admi xt ur es, cur i ng compounds, and cement i t i ous mat er i al s] .

a. Chemi cal Admi xt ur es - Chemi cal admi xt ur es t hat have been i n st or age at t he pr oj ect s i t e f or l onger t han 6 mont hs or t hat have been subj ect ed t o f r eezi ng shal l be r et est ed at t he expense of t he Cont r act or when di r ect ed by t he Cont r act i ng Of f i cer and shal l be r ej ect ed i f t est r esul t s ar e not sat i sf act or y. Chemi cal admi xt ur es wi l l be accept ed based on compl i ance wi t h t he r equi r ement s i n par agr aph CHEMI CAL ADMI XTURES i n PART 2.

[ b. Cement and Pozzol an - I f cement or pozzol an i s t o be obt ai ned f r om mor e t han one sour ce, t he i ni t i al not i f i cat i on shal l s t at e t he est i mat ed amount t o be obt ai ned f r om each sour ce and t he pr oposed schedul e of shipments. ]

**************************************************************************NOTE: Del et e t hi s par agr aph i f mat er i al s ar e t o be accept ed on t he basi s of a manuf act ur er ' s cer t i f i cat i on of compl i ance and mi l l t est r epor t s. See t he appr opr i at e DM or consul t t he Mat er i al s Engi neer t o sel ect pr equal i f i ed sour ces, ( 1) and ( 2) , seal ed bi ns, ( 3) and ( 4) , or bot h opt i ons, ( 1) , ( 2) , ( 3) , and ( 4) . Sel ect i on of t he seal ed bi n met hod, subpar agr aphs ( 3) and ( 4) , must be f ul l y j ust i f i ed i n t he appr opr i at e DM.

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[ ( 1) Pr equal i f i ed Cement Sour ces: Cement shal l be del i ver ed and used di r ect l y f r om a mi l l of a pr oducer desi gnat ed as a qual i f i ed

SECTI ON 03 37 00

sour ce. Sampl es of cement f or check t est i ng wi l l be t aken at t he pr oj ect s i t e or concr et e- pr oduci ng pl ant by a r epr esent at i ve of t he Cont r act i ng Of f i cer f or t est i ng at t he expense of t he Gover nment . A l i s t of pr equal i f i ed cement sour ces i s avai l abl e f r om Di r ect or , U. S. Ar my Engi neer Wat er ways Exper i ment St at i on ( USACE- WES) , 3909 Hal l s Fer r y Road, Vi cksbur g, MS 39180- 6199, ATTN: CEWES- SC. ]

[ ( 2) Pr equal i f i ed Pozzol an Sour ces: Pozzol an shal l be del i ver ed and used di r ect l y f r om a pr oducer desi gnat ed as a qual i f i ed sour ce. Sampl es of pozzol an f or check t est i ng wi l l be t aken at t he pr oj ect s i t e by a r epr esent at i ve of t he Cont r act i ng Of f i cer f or t est i ng at t he expense of t he Gover nment . A l i s t of pr equal i f i ed pozzol an sour ces i s avai l abl e f r om t he Di r ect or , USACE- WES, 3909 Hal l s Fer r y Road, Vi cksbur g, MS 39180- 6199, ATTN: CEWES- SC. ]

[ ( 3) Nonpr equal i f i ed Cement Sour ces: Cement , i f not f r om a pr equal i f i ed sour ce, wi l l be sampl ed at t he sour ce and st or ed i n seal ed bi ns pendi ng compl et i on of t est i ng. Sampl i ng, t est i ng, and t he shi ppi ng i nspect i on f r om t he poi nt of sampl i ng, when t he poi nt i s ot her t han at t he s i t e of t he wor k, wi l l be made by or under t he super vi s i on of t he Gover nment and at i t s expense. No cement shal l be used unt i l not i ce has been gi ven by t he Cont r act i ng Of f i cer t hat t est r esul t s ar e sat i sf act or y. I n t he event of f ai l ur e, t he cement may be r esampl ed and t est ed at t he Cont r act or ' s r equest and expense. When t he poi nt of sampl i ng i s ot her t han at t he s i t e of t he wor k, t he f i l l gat es of t he sampl ed bi n and conveyances used i n shi pment wi l l be seal ed under Gover nment super vi s i on and kept seal ed unt i l shi pment f r om t he bi n has been compl et ed. I f t est ed cement i s r ehandl ed at t r ansf er poi nt s, t he ext r a cost of i nspect i on shal l be at t he Cont r act or ' s expense. The cost of t est i ng cement excess t o pr oj ect r equi r ement s shal l al so be at t he expense of t he Cont r act or . The char ges f or t est i ng cement at t he expense of t he Cont r act or wi l l be deduct ed f r om t he payment s due t he Cont r act or at a r at e of [ _____] dol l ar s per t on of cement r epr esent ed by t he t est s. ]

**************************************************************************NOTE: To f i l l i n t he bl ank f or cost of t est i ng excess cement , cont act t he St r uct ur es Labor at or y, Concr et e Technol ogy Di v i s i on, WES.

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[ ( 4) Nonpr equal i f i ed Pozzol an Sour ces: Pozzol an, i f not f r om a pr equal i f i ed sour ce, wi l l be sampl ed at t he sour ce and st or ed i n seal ed bi ns pendi ng compl et i on of cer t ai n t est s. Pozzol an wi l l al so be sampl ed at t he s i t e when det er mi ned necessar y. Al l sampl i ng and t est i ng wi l l be by and at t he expense of t he Gover nment . Rel ease f or shi pment and appr oval f or use wi l l be based on compl i ance wi t h 7- day l i me- pozzol an st r engt h r equi r ement s and ot her physi cal and chemi cal and uni f or mi t y r equi r ement s f or whi ch t est s can be compl et ed by t he t i me t he 7- day l i me- pozzol an st r engt h t est i s compl et ed. Rel ease f or shi pment and appr oval f or use on t he above basi s wi l l be cont i ngent on cont i nui ng compl i ance wi t h t he ot her r equi r ement s of t he speci f i cat i ons. I f a bi n f ai l s , t he cont ent s may be r esampl ed and t est ed at t he Cont r act or ' s expense. I n t hi s event , t he pozzol an may be sampl ed as i t i s l oaded i nt o car s, t r ucks, or bar ges pr ovi ded t hey ar e kept at t he sour ce unt i l r el eased f or shi pment . Unseal i ng and

SECTI ON 03 37 00

r eseal i ng of bi ns and seal i ng of shi ppi ng conveyances wi l l be done by or under t he super vi s i on of t he Gover nment . Shi ppi ng conveyances wi l l not be accept ed at t he s i t e of t he wor k unl ess r ecei ved wi t h al l seal s i nt act . I f pozzol an i s damaged i n shi pment , handl i ng, or st or age, i t shal l be pr ompt l y r emoved f r om t he s i t e of t he wor k. Pozzol an t hat has not been used wi t hi n 6 mont hs af t er t est i ng shal l be r et est ed at t he expense of t he Cont r act or when di r ect ed by t he Cont r act i ng Of f i cer and shal l be r ej ect ed i f t he t est r esul t s ar e not sat i sf act or y. I f t est ed pozzol an i s r ehandl ed at t r ansf er poi nt s, t he ext r a cost of i nspect i on shal l be at t he Cont r act or ' s expense. The cost of t est i ng excess pozzol an shal l be at t he Cont r act or ' s expense at a r at e of [ _____] cent s per t on of pozzol an r epr esent ed by t he t est . The amount wi l l be deduct ed f r om payment t o t he Cont r act or . ]

1. 4. 2 Const r uct i on Test i ng by Gover nment

The Gover nment wi l l sampl e and t est aggr egat es, gr out , and pr epl aced- aggr egat e concr et e t o det er mi ne compl i ance wi t h t he speci f i cat i ons. Pr ovi de f aci l i t i es and l abor as may be necessar y f or pr ocur ement of r epr esent at i ve t est sampl es. Sampl es of aggr egat es wi l l be obt ai ned at t he poi nt of pl acement i n accor dance wi t h COE CRD- C 100. Gr out wi l l be sampl ed af t er t he agi t at or and t est ed f or f l ow i n accor dance wi t h ASTM C939/ C939M and ai r cont ent i n accor dance wi t h ASTM C231/ C231M. Unconf i ned compr essi ve st r engt h t est speci mens wi l l be made and cur ed i n accor dance wi t h ASTM C943 and t est ed i n accor dance wi t h ASTM C39/ C39M.

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

St eel bar s, wel ded st eel wi r e f abr i c and accessor i es f or concr et e r ei nf or cement shal l compl y wi t h Sect i on 03 20 00. 00 10 CONCRETE REI NFORCI NG. Concr et e f or mwor k shal l compl y wi t h Sect i on 03 11 13. 00 10 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG.

2. 1. 1 Desi gn of Pr epl aced Aggr egat e

**************************************************************************NOTE: Consul t t he St r uct ur al Desi gn Engi neer and t he appr opr i at e DM t o f i l l i n t he bl anks.

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Speci f i ed compr essi ve st r engt h shal l be as f ol l ows:

COMPRESSI VE STRENGTH ( MPa) STRUCTURE OR PORTI ON OF STRUCTURE

34. 5 MPa 5, 000 psi @ [ _____] days [_____]

27. 6 MPa 4, 000 psi @ [ _____] days [_____]

20. 7 MPa 3, 000 psi @ [ _____] days [_____]

17. 2 MPa 2, 500 psi @ [ _____] days [_____]

SECTI ON 03 37 00

2. 1. 2 Maxi mum Wat er - Cement Rat i o ( W/ C)

**************************************************************************NOTE: Consul t EM 1110- 2- 2000 and t he appr opr i at e DM t o f i l l i n t he bl anks and t o sel ect t he appr opr i at e W/ C. When cement i t i ous mat er i al s ot her t han por t l and cement ar e used, see par agr aph GROUT MI XTURE PROPORTI ONI NG i n PART 2 f or def i ni t i ons of W/C.

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Maxi mum W/ C shal l be as f ol l ows:

WATER- CEMENT RATI O, BY MASS STRUCTURE OR PORTI ON OF STRUCTURE

0.40 [_____]

0.45 [_____]

0.50 [_____]

0.55 [_____]

0.60 [_____]

0.65 [_____]

These W/ Cs may cause hi gher st r engt hs t han r equi r ed by above par agr aph.

2. 2 MATERIALS

2. 2. 1 Cement i t i ous Mat er i al s

**************************************************************************NOTE: See t he appr opr i at e DM t o sel ect t he pr oper r equi r ement s f or t he Cement i t i ous Mat er i al s Opt i ons. Ot her cement i t i ous mat er i al s may be added i f speci f i cal l y r ecommended and appr oved i n t he concr et e mat er i al s DM.

Del et e t he r equi r ement s f or cer t i f i cat es f or ai r - ent r ai ni ng admi xt ur es, ot her chemi cal admi xt ur es, cur i ng compounds, por t l and cement , and pozzol an i f t he opt i onal par t s of par agr aph CEMENTI TI OUS MATERI ALS, ADMI XTURES, AND CURI NG COMPOUND ( above) ar e used.

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Cement i t i ous mat er i al s shal l be por t l and cement or por t l and cement i n combi nat i on wi t h pozzol an [ or [ _____] ] and shal l conf or m t o appr opr i at e speci f i cat i ons l i s t ed bel ow. No cement i t i ous mat er i al s shal l be used unt i l not i ce of accept ance has been gi ven by t he Cont r act i ng Of f i cer . Cement i t i ous mat er i al s wi l l be subj ect t o check t est i ng f r om sampl es obt ai ned at t he mi l l , at t r ansf er poi nt s, or at t he pr oj ect s i t e, as schedul ed by t he Cont r act i ng Of f i cer , and such sampl i ng wi l l be by or under t he super vi s i on of t he Gover nment at i t s expense. Mat er i al not meet i ng

SECTI ON 03 37 00

speci f i cat i ons shal l be pr ompt l y r emoved f r om t he s i t e of wor k. Submi t manuf act ur er ' s cer t i f i cat i on of compl i ance, accompani ed by mi l l t est r epor t s at t est i ng t hat mat er i al s meet t he r equi r ement s of t he speci f i cat i on under whi ch t hey ar e f ur ni shed. Cer t i f i cat i on and mi l l t est r epor t s shal l be f r om sampl es t aken f r om t he par t i cul ar l ot f ur ni shed. Submi t cer t i f i cat e of compl i ance f or t he f ol l owi ng: I mper vi ous- Sheet Cur i ng Mat er i al s, Ai r - Ent r ai ni ng Admi xt ur e, Nonshr i nk Gr out , Gr out Fl ui di f i er , and Membr ane- For mi ng Cur i ng Compound.

2. 2. 1. 1 Por t l and Cement

ASTM C150/ C150M, Type I or I I , except t hat t he maxi mum amount of t r i cal c i um al umi nat e ( C3A) i n Type I cement shal l be 15 per cent [ i ncl udi ng t he heat of hydr at i on at 7 days] [ i ncl udi ng f al se set r equi r ement s] [ l ow al kal i when used wi t h aggr egat es l i s t ed at t he end of t hi s sect i on whi ch r equi r e i t . ] [ I n l i eu of l ow- al kal i cement , t he Cont r act or may use a combi nat i on of por t l and cement t hat does not meet t he l ow- al kal i r equi r ement wi t h a pozzol an or s l ag pr ovi ded t he f ol l owi ng r equi r ement i s met . The expansi on of t he pr oposed combi nat i on when t est ed i n accor dance wi t h ASTM C441/ C441Mshal l be equal t o or l ess t han t he expansi on of a l ow- al kal i cement meet i ng t he r equi r ement s of ASTM C150/ C150M when t est ed i n gener al conf or mance wi t h ASTM C441/ C441M. The expansi on t est s shal l be r un concur r ent l y at an i ndependent l abor at or y t hat i s nat i onal l y r ecogni zed t o per f or m such t est s. The Gover nment r eser ves t he r i ght t o conf i r m t he t est r esul t s and t o adj ust t he per cent age of pozzol an or s l ag i n t he combi nat i on t o sui t ot her r equi r ement s. ]

2. 2. 1. 2 Pozzolan

Pozzol an shal l conf or m t o ASTM C618, Cl ass [ C] , [ F] , [ N] , wi t h t he opt i onal r equi r ement s f or mul t i pl e f act or , dr y i ng shr i nkage, and uni f or mi t y [ and [ moder at e] [ sever e] sul f at e r esi st ance r equi r ement s] of Tabl e 2A. Tabl e 1A r equi r ement f or maxi mum al kal i s shal l appl y when used wi t h aggr egat es l i s t ed at t he end of t hi s sect i on t o r equi r e l ow- al kal i cement .

2. 2. 1. 3 [ Gr ound Gr anul at ed Bl ast - Fur nace Sl ag

Gr ound Gr anul at ed Bl ast - Fur nace Sl ag shal l conf or m t o ASTM C989/ C989M, Gr ade [ _____] . ]

2. 2. 2 Aggregates

**************************************************************************NOTE: Thi s not e may be di sr egar ded f or r egi ons wher e Al kal i - Si l i ca React i v i t y ( ASR) i s not a concer n. Some aggr egat e sour ces may exhi bi t an ASR pot ent i al . ASR i s a pot ent i al l y del et er i ous r eact i on bet ween al kal i s pr esent i n concr et e and some si l i ceous aggr egat es, r ef er ence EM 1110- 2- 2000 par agr aph 2- 3b( 6) and appendi x D. Wher e ASR i s known or suspect ed t o pose a concer n f or concr et e dur abi l i t y , i t i s r ecommended t hat aggr egat es pr oposed f or use i n concr et e be eval uat ed t o det er mi ne ASR pot ent i al and an ef f ect i ve mi t i gat i on. EM 1110- 2- 2000, pr ovi des r ecommendat i ons f or eval uat i ng and mi t i gat i ng ASR i n concr et e mi xt ur es. Aggr egat e eval uat i ons may not be pr act i cal f or pr oj ect s r equi r i ng smal l quant i t i es of concr et e ( l ess t han 200 cubi c met er s 250 cubi c yar ds

SECTI ON 03 37 00

).

Sect i on 32 13 14. 13 CONCRETE PAVI NG FOR AI RFI ELDS AND OTHER HEAVY DUTY PAVEMENTS, par agr aph Al kal i - Si l i ca React i v i t y, pr ovi des a speci f i cat i on met hod f or t he Cont r act or t o eval uat e and mi t i gat e ASR i n concr et e mi xt ur es. The expansi on l i mi t s speci f i ed i n Sect i on 32 13 14. 13 ar e r equi r ement s f or pavement s and ext er i or s l ab const r uct i on. For st r uct ur al concr et e appl i cat i ons t he measur ed expansi on shal l be l ess t han 0. 10 per cent . I t may not be economi cal or pr act i cal t o speci f y di f f er ent t est l i mi t r equi r ement s f or use on t he same pr oj ect . I n whi ch case t he l ower l i mi t r equi r ed by t he appl i cat i on shoul d be used.

The desi gner may use t he speci f i cat i on met hod i n Sect i on 32 13 14. 13 by i ncor por at i ng t he r el evant par agr aphs i nt o t hi s speci f i cat i on, or may use t he f ol l owi ng r equi r ement s ( r et ai n ei t her t he 0. 10 or t he 0. 08 per cent expansi on l i mi t s as appr opr i at e) i ncl uded i n t he par agr aph bel ow. Del et e t he f ol l owi ng par agr aph i f not r equi r ed i n t he pr oj ect .

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Al kal i - Si l i ca React i v i t y: Fi ne and coar se aggr egat es pr oposed f or use i n concr et e shal l be t est ed and eval uat ed f or al kal i - aggr egat e r eact i v i t y i n accor dance wi t h ASTM C1260. The f i ne and coar se aggr egat es shal l be eval uat ed separ at el y and i n combi nat i on, mat chi ng t he Cont r act or ' s pr oposed mi x desi gn pr opor t i oni ng. Al l r esul t s of t he separ at e and combi nat i on t est i ng shal l have a measur ed expansi on l ess t han 0. 10 ( 0. 08) per cent at 16 days af t er cast i ng. Shoul d t he t est dat a i ndi cat e an expansi on of 0. 10 ( 0. 08) per cent or gr eat er , t he aggr egat e( s) shal l be r ej ect ed or addi t i onal t est i ng usi ng ASTM C1260 and ASTM C1567 shal l be per f or med. The addi t i onal t est i ng usi ng ASTM C1260 and ASTM C1567 shal l be per f or med usi ng t he l ow al kal i por t l and cement i n combi nat i on wi t h gr ound gr anul at ed bl ast f ur nace ( GGBF) s l ag, or Cl ass F f l y ash. GGBF sl ag shal l be used i n t he r ange of 40 t o 50 per cent of t he t ot al cement i t i ous mat er i al by mass. Cl ass F f l y ash shal l be used i n t he r ange of 25 t o 40 per cent of t he t ot al cement i t i ous mat er i al by mass.

2. 2. 2. 1 Li st ed Sour ces

**************************************************************************NOTE: The l i s t of sour ces and r equi r ed t est s and t est l i mi t s wi l l be t aken f r om t he concr et e mat er i al s DM.

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Concr et e aggr egat es may be f ur ni shed f r om any sour ce capabl e of meet i ng t he qual i t y r equi r ement s as st at ed i n par agr aph QUALI TY OF AGGREGATES i n PART 3. The sour ces l i s t ed at t he end of t hi s sect i on wer e eval uat ed dur i ng t he desi gn phase of t he pr oj ect i n [ _____] and wer e f ound at t hat t i me capabl e of meet i ng t he qual i t y r equi r ement s when sui t abl y pr ocessed. No guar ant ee i s gi ven or i mpl i ed t hat any of t he l i s t ed sour ces ar e cur r ent l y capabl e of pr oduci ng aggr egat es t hat meet t he r equi r ed qual i t y speci f i ed above. A Desi gn Memor andum cont ai ni ng t he r esul t s of t he Gover nment i nvest i gat i on and t est r esul t s i s avai l abl e f or r evi ew i n t he [ _____] di st r i c t of f i ce. Cont act [ _____] at [ _____] t o ar r ange f or r evi ew of t he memor andum. The

SECTI ON 03 37 00

t est r esul t s and concl usi ons shal l be consi der ed val i d onl y f or t he sampl e t est ed and shal l not be t aken as an i ndi cat i on of t he qual i t y of al l mat er i al f r om a sour ce nor f or t he amount of pr ocessi ng r equi r ed.

2. 2. 2. 2 Fi ne- Aggr egat e Gr adi ng

The gr adi ng and uni f or mi t y of t he f i ne aggr egat e shal l conf or m t o t he f ol l owi ng r equi r ement s as del i ver ed t o t he gr out mi xer :

U. S. STANDARD SI EVE SI ZE PERCENT BY MASS, PASSI NG

2. 36 mmNo. 8 100

1. 18 mmNo. 16 95 - 100

600 µmNo. 30 55 - 80

300 µmNo. 50 30 - 55

150 µmNo. 100 10 - 30

75 µmNo. 200 0 - 10

I n addi t i on t o t he gr adi ng l i mi t s speci f i ed above, t he f i ne aggr egat e shal l have a f i neness modul us of not l ess t han 1. 30 nor mor e t han 2. 10. The gr adi ng of t he f i ne aggr egat e shal l al so be cont r ol l ed so t hat t he f i neness modul i of at l east f our of any f i ve consecut i ve t est sampl es shal l not var y mor e t han 0. 15 f r om t he aver age f i neness modul us of al l sampl es pr evi ousl y taken.

2. 2. 2. 3 Coar se- Aggr egat e Gr adi ng

The gr adi ng of t he coar se aggr egat e shal l conf or m t o t he f ol l owi ng requirements:

PERCENT BY MASS, PASSI NG

U. S. STANDARD SI EVE SI ZE 19. 0 mm 3/ 4 i nch t o 37. 5 mm1- 1/ 2 i nch

37. 5 mm 1- 1/ 2 i nch t o 75 mm3 i nches

75 mm3 i nches 95 - 100

50 mm2 i nches 100 20 - 55

37. 5 mm1- 1/ 2 i nch 95 - 100 0 - 5

25. 0 mm1 i nch 40 - 80 0 - 2

19. 0 mm3/ 4 i nch 20 - 45

12. 5 mm1/ 2 i nch 0 - 5

SECTI ON 03 37 00

PERCENT BY MASS, PASSI NG

U. S. STANDARD SI EVE SI ZE 19. 0 mm 3/ 4 i nch t o 37. 5 mm1- 1/ 2 i nch

37. 5 mm 1- 1/ 2 i nch t o 75 mm3 i nches

9. 5 mm3/ 8 i nch 0 - 2

2. 2. 2. 4 Coar se- Aggr egat e Par t i c l e Shape

The quant i t y of f l at and el ongat ed par t i c l es of t he coar se aggr egat e, as def i ned and det er mi ned by ASTM D4791, shal l not exceed 25 per cent .

2. 2. 2. 5 Concr et e Aggr egat e Sour ces

**************************************************************************NOTE: I f an aggr egat e sour ce i s pr ovi ded by t he Gover nment , t he appr opr i at e par agr aphs f r om Sect i on 03 70 00 MASS CONCRETE shoul d be used.

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2. 2. 2. 5. 1 Li st of Sour ces

The concr et e aggr egat es sour ces may be sel ect ed f r om sour ces l i s t ed at t he end of t hi s sect i on.

2. 2. 2. 5. 2 Sel ect i on of Sour ce

Af t er t he awar d of t he cont r act , desi gnat e i n wr i t i ng onl y one sour ce or combi nat i on of sour ces f r om whi ch t o f ur ni sh aggr egat es. I f t he Cont r act or pr oposes t o f ur ni sh aggr egat es f r om a sour ce or f r om sour ces not l i s t ed at t he end of t hi s sect i on, desi gnat e onl y a s i ngl e sour ce or s i ngl e combi nat i on of sour ces f or aggr egat es. I f a sour ce f or coar se or f i ne aggr egat es does not meet t he qual i t y r equi r ement s st at ed i n par agr aph QUALI TY OF AGGREGATES i n PART 3, t he Cont r act or may not submi t f or appr oval ot her nonl i st ed sour ces but shal l f ur ni sh t he coar se or f i ne aggr egat e, as t he case may be, f r om sour ces l i s t ed at t he end of t hi s sect i on at no addi t i onal cost t o t he Gover nment .

2. 2. 2. 6 Coar se- Aggr egat e Qual i t y

**************************************************************************NOTES: The t est s sel ect ed shoul d be t hose whi ch ar e appl i cabl e t o t he concr et e t o be used i n t he pr oj ect . These t est s may i ncl ude t hose l i s t ed bel ow i n addi t i on t o ot her s not l i s t ed. See Chapt er 2 of EM 1110- 2- 2000 f or di scussi on of t est s.

A l i s t of pr oper t i es and t est val ues ar e uni que t o each pr oj ect and shoul d be t aken f r om t he concr et e mat er i al s desi gn memor andum. Del et e t he qual i t y t est s not r equi r ed i n t he DM.

The pet r ogr aphi c exami nat i on shal l be used t o i dent i f y del et er i ous subst ances i n aggr egat es. Del et er i ous subst ances shal l be l i s t ed i ndi v i dual l y wi t h r espect i ve l i mi t s.

SECTI ON 03 37 00

Dependi ng upon t he qual i t y of aggr egat es avai l abl e, some t est s may not be r equi r ed. Ref er t o EM 1110- 2- 2000 f or t he pur pose of each t est .

**************************************************************************

Aggr egat es del i ver ed t o t he mi xer shal l meet t he f ol l owi ng r equi r ement s:

TEST LI MI TS

PROPERTY FI NE AGGREGATE COARSE AGGREGATE TESTS

Speci f i c Gr avi t y [_____] [_____] ASTM C127ASTM C128

Absorption [_____] [_____] ASTM C127ASTM C128

Dur abi l i t y Fact or [_____] [_____] COE CRD- C 114ASTM C666/ C666M

Cl ay Lump and Fr i abl e Particles

[_____] [_____] ASTM C142/ C142M

Mat er i al Fi ner t han 75- µm ( No. 200) Si eve

[_____] [_____] ASTM C117

Or gani c I mpur i t i es Not dar ker t hanNo. 3 Not l ess

t han 95 per cent

[_____] ASTM C40/ C40MASTM C87/ C87M

L. A. Abr asi on [_____] [_____] ASTM C131/ C131MASTM C535

Sof t Par t i c l es [_____] [_____] COE CRD- C 130

Pet r ogr aphi c Exami nat i on Li st unwant eddeleterious

mat er i al s andt hei r l i mi t s

[_____] ASTM C295/ C295M

[ Cher t , Less t han 2. 40 speci f i c gr avi t y]

[_____] [_____] ASTM C123/ C123M

[ Coal and Li gni t e, l ess t han 2. 00 speci f i c gr avi t y]

[_____] [_____] ASTM C123/ C123M

2. 2. 3 Chemi cal Admi xt ur es

Chemi cal admi xt ur es t o be used, when r equi r ed or per mi t t ed, shal l conf or m

SECTI ON 03 37 00

t o t he appr opr i at e speci f i cat i on l i s t ed.

2. 2. 3. 1 Ai r - Ent r ai ni ng Admi xt ur e

The ai r - ent r ai ni ng admi xt ur e shal l conf or m t o ASTM C260/ C260M.

2. 2. 3. 2 Gr out Fl ui di f i er

Gr out f l ui di f i er shal l conf or m t o ASTM C937.

2. 2. 3. 3 Wat er - Reduci ng or Ret ar di ng Admi xt ur es

Wat er - r educi ng or r et ar di ng admi xt ur es shal l meet t he r equi r ement s of ASTM C494/ C494M, Type A, B, or D, except t hat t he 6- mont h and 1- year compr essi ve st r engt h t est s ar e wai ved.

2. 2. 4 Cur i ng Mat er i al s

2. 2. 4. 1 I mper vi ous- Sheet Cur i ng Mat er i al s

I mper vi ous- sheet cur i ng mat er i al s shal l conf or m t o ASTM C171, t ype opt i onal , except pol yet hyl ene f i l m shal l not be used.

2. 2. 4. 2 Membr ane- For mi ng Cur i ng Compound

Membr ane- f or mi ng cur i ng compound shal l meet t he r equi r ement s of ASTM C309, Type 1- D or 2, except a st yr ene acr yl at e or chl or i nat ed r ubber compound meet i ng Cl ass B r equi r ement s shal l be used f or sur f aces t hat ar e t o be pai nt ed. The cur i ng compound sel ect ed shal l be compat i bl e wi t h any subsequent pai nt speci f i ed. Nonpi gment ed compound shal l cont ai n a f ugi t i ve dye and shal l have t he r ef l ect i ve r equi r ement s i n ASTM C309 wai ved.

2. 2. 4. 3 Burlap

Bur l ap used f or cur i ng shal l conf or m t o AASHTO M 182.

2. 2. 5 Water

Wat er f or mi x i ng and cur i ng shal l be f r esh, c l ean, pot abl e, and f r ee of i nj ur i ous amount s of oi l , aci d, sal t , or al kal i , except t hat nonpot abl e wat er may be used i f i t meet s t he r equi r ement s of COE CRD- C 400.

2. 2. 6 Nonshr i nk Gr out

Nonshr i nk gr out shal l conf or m t o ASTM C1107/ C1107M and shal l be a commer ci al f or mul at i on sui t abl e f or t he appl i cat i on pr oposed.

2. 3 GROUT MI XTURE PROPORTI ONI NG

Submi t det er mi ned gr out mi xt ur e pr opor t i ons f or r evi ew, i ncl udi ng t he quant i t i es of al l i ngr edi ent s per cubi c met er yar d and st at i ng t he gr adi ng of t he f i ne aggr egat e s i ze t hat wi l l be used i n t he manuf act ur e of each quant i t y of concr et e. The submi ssi on shal l be accompani ed wi t h t est r epor t s f r om a l abor at or y compl yi ng wi t h ASTM C1077 whi ch show t hat pr opor t i ons t hus sel ect ed wi l l pr oduce pr epl aced- aggr egat e concr et e of t he qual i t i es i ndi cat ed. Gr out mi xt ur e pr opor t i oni ng shal l meet t he f ol l owi ng requirements:

SECTI ON 03 37 00

2. 3. 1 Qual i t y of Mi xt ur e

For each por t i on of t he st r uct ur e, mi xt ur e pr opor t i ons shal l be sel ect ed so t hat t he st r engt h and wat er - cement r at i o r equi r ement s l i s t ed i n par agr aph DESI GN OF PREPLACED AGGREGATE i n PART 1 ar e met . The sour ce of mat er i al s and pr opor t i ons of por t l and cement , [ pozzol an] , f l ui di f i er , f i ne aggr egat e, and wat er shal l be st at ed. The gr out pr opor t i ons f or t he pr epl aced- aggr egat e concr et e shal l be det er mi ned i n accor dance wi t h ASTM C938. The gr out pr opor t i ons f or t he pr epl aced- aggr egat e concr et e shal l meet t he speci f i ed st r engt h as det er mi ned by speci mens mol ded i n accor dance wi t h ASTM C943 and t est ed i n accor dance wi t h ASTM C39/ C39M. The maxi mum wat er - cement r at i os r equi r ed i n par agr aph MAXI MUM WATER- CEMENT RATI O ( W/ C) i n PART 1, shal l be conver t ed t o a r at i o by mass of wat er t o cement pl us pozzol an or GGBF sl ag by mass equi val ency as descr i bed i n ACI 211. 1. I n t he case wher e GGBF sl ag i s used, t he mass of t he s l ag shal l be i ncl uded i n t he equat i ons f or t he t er m P, whi ch i s used t o denot e t he mass of pozzol an. I f pozzol an i s used i n t he concr et e mi xt ur e, t he mi ni mum pozzol an cont ent shal l be 15 per cent of t he t ot al cement i t i ous mat er i al . No subst i t ut i on shal l be made i n t he sour ce or t ype of mat er i al s used i n t he wor k wi t hout addi t i onal t est s t o show t hat t he new qual i t y of mat er i al s and concr et e ar e sat i sf act or y.

2. 3. 2 Ai r Cont ent

The ai r cont ent of t he gr out mi xt ur e as det er mi ned by ASTM C231/ C231M wi t hi n 15 mi nut es af t er mi xi ng shal l be 9. 0 pl us or mi nus 1. 0 per cent .

2. 3. 3 Gr out Fl ow

The gr out f l ow shal l be 18. 0 pl us or mi nus 2. 0 seconds when sampl ed f r om t he agi t at or and t est ed i n accor dance wi t h ASTM C939/ C939M.

2. 4 EQUIPMENT

Submi t dat a on t he pumpi ng equi pment and met hods f or pumpi ng and del i ver i ng t he gr out f or pr epl aced- aggr egat e concr et e f or r ev i ew by t he Cont r act i ng Of f i cer , i ncl udi ng t he met hods f or t r anspor t i ng, handl i ng, and deposi t i ng t he coar se aggr egat e, t he l ocat i on, ar r angement , and s i ze of t he pi pe and i nser t s, sequence of pumpi ng, met hod of wi t hdr awal of i nj ect i on pi pe, and t he r at e of gr out i nj ect i on. Met hods f or vent i ng of ai r f r om under embedded pr oj ect i ons shal l be al so i ncl uded.

2. 4. 1 Capacity

**************************************************************************NOTE: Ref er t o t he appr opr i at e DM f or t he capaci t y. Gui dance i s al so f ound i n EM 1110- 2- 2000.

**************************************************************************

The mi xi ng and pumpi ng equi pment shal l have a capaci t y of at l east [ _____] cubi c met er s yar ds per hour .

2. 4. 2 Bat chi ng Equi pment

Al l mat er i al s shal l be mechani cal l y bat ched by mass except t he wat er and admi xt ur e whi ch may be bat ched by vol ume.

SECTI ON 03 37 00

2. 4. 2. 1 Scales

The equi pment used f or det er mi ni ng mass shal l conf or m t o t he appl i cabl e r equi r ement s of NI ST HB 44, except t hat t he accur acy shal l be pl us or mi nus 0. 2 per cent of scal e capaci t y. Pr ovi de st andar d t est r ef er ence masses and any ot her auxi l i ar y equi pment r equi r ed f or checki ng t he oper at i ng per f or mance of each scal e or ot her measur i ng devi ces. The t est s shal l be made at t he f r equency r equi r ed i n par agr aph TESTI NG AND QUALI TY VERI FI CATI ON FOR CONTRACTOR QUALI TY CONTROL i n PART 3, i n t he pr esence of a Gover nment r epr esent at i ve.

2. 4. 2. 2 Bat chi ng Tol er ances

2. 4. 2. 2. 1 Tol er ances on Mass

MATERIAL PERCENT OF REQUI RED MASS

Cement i t i ous mat er i al s 0 t o pl us 2

Aggregate pl us or mi nus 2

Water pl us or mi nus 1

Chemi cal admi xt ur e 0 t o pl us 6

2. 4. 2. 2. 2 Vol umet r i c Tol er ances

For vol umet r i c bat chi ng equi pment , t he f ol l owi ng t ol er ances shal l appl y t o t he r equi r ed vol ume of mat er i al bei ng bat ched: Wat er : pl us or mi nus 1 per cent . Chemi cal admi xt ur es: Zer o t o pl us 6 per cent .

2. 4. 2. 3 Gr out Mi xer

Pr ovi de a machi ne especi al l y desi gned f or t he mi xi ng of gr out , capabl e of mi x i ng gr out mechani cal l y t o a uni f or m consi st ency. The mi xer shal l be mai nt ai ned i n sat i sf act or y oper at i ng condi t i on and kept f r ee of har dened gr out . Shoul d any gr out mi xer at any t i me pr oduce unsat i sf act or y r esul t s, i t s use shal l be pr ompt l y di scont i nued unt i l t he condi t i on i s cor r ect ed. Pr ovi de t he gr out mi xer wi t h an accept abl e devi ce t o l ock t he di schar ge mechani sm unt i l t he r equi r ed mi xi ng t i me has el apsed. Use of r evol v i ng- dr um concr et e mi xer s wi l l not be per mi t t ed. Submi t Gr out - mi xer dat a i ncl udi ng t he make, t ype, and capaci t y of gr out mi xer s, gr out agi t at or s, t ank, pump, and pi pe syst em pr oposed f or pr oduci ng t he gr out f or pr epl aced- aggr egat e concr et e.

2. 4. 2. 4 Agi t at or Tank

The agi t at or t ank shal l have at l east t he same capaci t y as t he mi xer and shal l be equi pped t o agi t at e t he gr out ef f ect i vel y and cont i nuousl y. Al l gr out ent er i ng t he t ank shal l be passed t hr ough a wi r e s i eve. The si eve

SECTI ON 03 37 00

si ze shal l not be l ess t han 4. 75 mm No. 4 and not gr eat er t han 9. 5 mm 3/ 8 inch.

2. 4. 2. 5 Gr out Pump

The gr out pump shal l oper at e by posi t i ve di spl acement or pr ogr essi ve cavi t y. The pump shal l be equi pped wi t h a by- pass l i ne connect i ng t he di schar ge and i nl et or pr ovi de c i r cul at i on i nt o t he agi t at or f or cont i nuous oper at i on i f l i ne bl ockage or t empor ar y shut down of gr out i ng oper at i on occur s. I nst al l a pr essur e gauge on t he pump di schar ge l i ne t o i ndi cat e i nci pi ent l i ne bl ockage or a pl ugged i nser t pi pe. Pr ovi de st andby pumpi ng equipment.

2. 4. 3 Gr out Pi pe Syst em

2. 4. 3. 1 Del i ver y Pi pes

The mai n del i ver y l i ne car r y i ng gr out f r om t he gr out pump t o t he v i c i ni t y of t he i nser t pi pes shal l be of such di amet er s t hat gr out vel oci t y at t he pl anned oper at i ng r at e wi l l r ange bet ween 0. 6 and 1. 2 met er s 2 and 4 f eet per second. Al l pi pe f i t t i ngs shal l be wat er t i ght . Pr ovi de uni ons f or qui ck di sconnect t o f aci l i t at e pi pe c l eanup when r equi r ed. A mani f ol d syst em, i n whi ch mor e t han one gr out i nser t i s oper at i ve at t he same t i me, wi l l not be per mi t t ed.

2. 4. 3. 2 Gr out I nser t Pi pes

The pi pes shal l be [ 19] [ 25] [ 40] mm [ 3/ 4] [ 1] [ 1- 1/ 2] i nch i n di amet er conf or mi ng t o ASME B36. 10M Schedul e 40. St andar d pi pe coupl i ngs may be used i f t he coupl i ngs ar e t o be wi t hdr awn not mor e t han 4. 5 m 15 f eet t hr ough t he pr epl aced aggr egat e. Wher e pi pe coupl i ngs ar e r equi r ed f or gr eat er dept hs of pr epl aced aggr egat e, use f l ush- coupl ed pi pe conf or mi ng t o ASME B36. 10M Schedul e 160. Connect i ons bet ween gr out del i ver y hoses and i nser t pi pes shal l be by means of qui ck- openi ng f i t t i ngs. Qui ck- di sconnect pneumat i c f i t t i ngs wi l l not be per mi t t ed f or t hi s pur pose. Al l val ves i n t he pi pe syst em shal l be pl ug or bal l t ype, qui ck- openi ng, and whi ch can be easi l y t aken apar t and c l eaned. Val ves over 25 mm 1 i nch i n di amet er shal l be st em l ubr i cat ed.

2. 4. 3. 3 Soundi ng Wel l s

The soundi ng wel l s shal l be 50 mm 2 i nch di amet er st eel pi pe pr ovi ded wi t h mi l l ed ( not bur ned) 13 mm 1/ 2- i nch open sl ot s 150 mm 6 i nches l ong wi t h 300 mm 12 i nches bet ween sl ot s. The pi pe shal l be r eamed and bur r s r emoved bef or e i nst al l at i on. The soundi ng l i ne shal l be equi pped wi t h a 25 mm 1 i nch di amet er f l oat havi ng a mass so as t o s i nk i n wat er , yet f l oat on t he gr out sur f ace wi t hi n t he s l ot t ed pi pe.

PART 3 EXECUTI ON

3. 1 PREPARATI ON FOR PLACEMENT

3. 1. 1 Embedded I t ems

Bef or e pl acement of coar se aggr egat e f or pr epl aced- aggr egat e concr et e, t ake car e t o det er mi ne t hat al l embedded i t ems ar e f i r ml y and secur el y f ast ened i n pl ace as i ndi cat ed on t he dr awi ngs, or r equi r ed. Embedded i t ems shal l be f r ee of oi l and ot her f or ei gn mat t er such as l oose coat i ngs or r ust , pai nt , and scal e. The embeddi ng of wood i n concr et e wi l l be per mi t t ed onl y

SECTI ON 03 37 00

when speci f i cal l y aut hor i zed or di r ect ed. Voi ds i n s l eeves, i nser t s, and anchor s l ot s shal l be f i l l ed t empor ar i l y wi t h r eadi l y r emovabl e mat er i al s t o pr event t he ent r y of gr out i nt o voi ds. Wel di ng, i ncl udi ng t ack wel di ng, wi l l not be per mi t t ed on embedded met al s wi t hi n 600 mm 2 f eet of t he sur f ace of t he pr epl aced- aggr egat e concr et e.

3. 1. 2 Concr et e on Ear t h Foundat i ons

**************************************************************************NOTE: The Desi gner shoul d i nser t t he appr opr i at e Sect i on number and t i t l e bel ow.

**************************************************************************

Ear t h sur f aces upon whi ch pr epl aced- aggr egat e concr et e i s t o be pl aced shal l be c l ean, damp, and f r ee f r om debr i s, f r ost , i ce, and st andi ng or r unni ng wat er . Pr i or t o pl acement of coar se aggr egat e, t he ear t h f oundat i on shal l have been sat i sf act or i l y compact ed i n accor dance wi t h t he pr ovi s i ons of [ Sect i on 31 00 00 EARTHWORK] [ _____] .

3. 1. 3 Concr et e on Rock Foundat i ons

Rock sur f aces upon whi ch coar se aggr egat e f or pr epl aced- aggr egat e concr et e i s t o be pl aced shal l be c l ean, f r ee f r om oi l , s t andi ng or r unni ng wat er , i ce, mud, dr ummy r ock, coat i ng, debr i s, and l oose, semi det ached, or unsound f r agment s. Joi nt s i n r ock shal l be c l eaned t o a sat i sf act or y dept h, as det er mi ned by t he Cont r act i ng Of f i cer , and t o f i r m r ock on t he s i des. I mmedi at el y bef or e t he coar se aggr egat e i s pl aced, al l r ock sur f aces shal l be c l eaned t hor oughl y by t he use of ai r - wat er j et s or sandbl ast i ng as def i ned i n par agr aph CONSTRUCTI ON JOI NT TREATMENT bel ow.

3. 1. 4 Under wat er Pl acement

Coar se aggr egat e f or under wat er pr epl aced- aggr egat e concr et e shal l be pl aced on r ock sur f aces whi ch ar e c l ean, f r ee f r om dr ummy r ock, coat i ngs, debr i s, and l oose semi det ached or unsound f r agment s.

3. 1. 5 Concr et e Sur f aces

Concr et e sur f aces on whi ch coar se aggr egat e i s t o be pl aced or pr epl aced- aggr egat e concr et e sur f aces bet ween st ages shal l be c l ean and f r ee f r om f or ei gn mat er i al . Excessi ve accumul at i on of f i ne mat er i al on t he sur f ace shal l be r emoved wi t h hi gh- pr essur e wat er j et s or ot her appr oved methods.

3. 1. 6 Const r uct i on Joi nt Tr eat ment

3. 1. 6. 1 Joi nt Pr epar at i on

a. I f gr out i n a pr epl aced- aggr egat e pl acement i s not br ought t o t he sur f ace i n or der t o f or m a const r uct i on j oi nt , t he i nt r usi on gr out r i se shal l s t op 300 mm 12 i nches bel ow t he aggr egat e sur f ace. Di r t and debr i s shal l not be al l owed t o col l ect on t he aggr egat e sur f ace or al l owed t o f i l t er down t o t he gr out sur f ace. The i nser t pi pes shal l be pul l ed j ust above t he gr out sur f ace bef or e t he gr out st i f f ens and r odded cl ear . When pumpi ng i s r eady t o r esume, t he i nser t pi pes shal l be wor ked back t o near cont act wi t h t he har dened gr out sur f ace and t hen pumpi ng s l owl y r esumed f or a f ew mi nut es.

b. Pr epl aced- aggr egat e concr et e i n whi ch t he gr out has been br ought t o t he

SECTI ON 03 37 00

sur f ace and any ot her concr et e sur f aces t o whi ch pr epl aced- aggr egat e concr et e i s t o be bonded shal l be pr epar ed f or r ecei v i ng t he next l i f t or adj acent pr epl aced- aggr egat e concr et e by c l eani ng wi t h ai r - wat er cut t i ng, sandbl ast i ng, hi gh- pr essur e wat er j et , or ot her appr oved met hod. Ai r - wat er cut t i ng wi l l not be per mi t t ed on f or med sur f aces or sur f aces congest ed wi t h r ei nf or c i ng st eel . Regar dl ess of t he met hod used, t he r esul t i ng sur f aces shal l be f r ee f r om al l l ai t ance and i nf er i or concr et e so t hat c l ean, wel l - bonded coar se aggr egat e i s exposed uni f or ml y t hr oughout t he l i f t sur f ace. The edges of t he coar se aggr egat e shal l not be under cut . The sur f ace shal l be washed cl ean agai n as t he l ast oper at i on pr i or t o pl aci ng t he next l i f t .

3. 1. 6. 2 Ai r - Wat er Cut t i ng

Ai r - wat er cut t i ng of a const r uct i on j oi nt shal l be per f or med at t he pr oper t i me and onl y on hor i zont al const r uct i on j oi nt s. The ai r pr essur e used i n t he j et shal l be 690 kPa 100 psi pl us or mi nus 70 kPa 10 psi , and t he wat er pr essur e shal l be j ust suf f i c i ent t o br i ng t he wat er i nt o ef f ect i ve i nf l uence of t he ai r pr essur e. When appr oved by t he Cont r act i ng Of f i cer , a r et ar der compl yi ng wi t h t he r equi r ement s of COE CRD- C 94 may be appl i ed t o t he sur f ace of t he l i f t t o pr ol ong t he per i od of t i me dur i ng whi ch ai r - wat er cut t i ng i s ef f ect i ve. Pr i or t o r ecei v i ng appr oval , f ur ni sh sampl es of t he mat er i al t o be used and demonst r at e t he met hod t o be used i n appl i cat i ons. Af t er cut t i ng, t he sur f ace shal l be washed and r i nsed as l ong as t her e i s any t r ace of c l oudi ness of t he wash wat er . Wher e necessar y t o r emove accumul at ed l ai t ance, coat i ngs, st ai ns, debr i s, and ot her f or ei gn mat er i al , hi gh- pr essur e wat er j et or sandbl ast i ng wi l l be r equi r ed as t he l ast oper at i on bef or e pl aci ng t he next l i f t .

3. 1. 6. 3 Hi gh- Pr essur e Wat er Jet

A st r eam of wat er under a pr essur e of not l ess t han 20. 7 MPa 3, 000 psi may be used f or c l eani ng. I t s use shal l be del ayed unt i l t he concr et e i s suf f i c i ent l y har d so t hat onl y t he sur f ace ski n or mor t ar i s r emoved, and t her e i s no under cut t i ng of coar se- aggr egat e par t i c l es. I f t he wat er j et i s i ncapabl e of a sat i sf act or y c l eani ng, t he sur f ace shal l be c l eaned by sandblasting.

3. 1. 6. 4 Wet Sandbl ast i ng

Thi s met hod may be used when t he concr et e has r eached suf f i c i ent st r engt h t o pr event under cut t i ng of t he coar se- aggr egat e par t i c l es. The sur f ace of t he concr et e shal l t hen be washed t hor oughl y t o r emove al l l oose mat er i al s.

3. 1. 6. 5 Wast e Di sposal

The met hod used i n di sposi ng of wast e wat er empl oyed i n cut t i ng, washi ng, and r i nsi ng of concr et e sur f aces shal l be such t hat t he wast e wat er does not st ai n, di scol or , or af f ect exposed sur f aces of t he st r uct ur es, or damage t he envi r onment of t he pr oj ect ar ea. The met hod of di sposal shal l be subj ect t o appr oval .

3. 2 COARSE- AGGREGATE AND GROUT PLACEMENT

3. 2. 1 Coar se- Aggr egat e Washi ng and Scr eeni ng

Coar se aggr egat e shal l be washed, scr eened, and sat ur at ed i mmedi at el y bef or e pl acement . Washi ng of t he aggr egat e i n t he f or ms wi l l not be per mi t t ed. I f mor e t han one si ze of coar se aggr egat e i s used, t he

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aggr egat e shal l be wei ghed, bat ched, and mi xed i n t he pr oper pr opor t i ons ont o t he wash scr een. The wash scr een may be a v i br at i ng deck or r evol v i ng.

3. 2. 2 Tr anspor t i ng and Pl aci ng Coar se Aggr egat e

Coar se aggr egat e shal l be t r anspor t ed t o t he f or ms and pl aced i n subst ant i al l y hor i zont al l ayer s by means whi ch wi l l pr event obj ect i onabl e segr egat i on and br eakage. For ei gn mat er i al and excessi ve accumul at i on of f i ne mat er i al on t he l i f t sur f ace shal l be r emoved bef or e pl aci ng t he next l i f t . Pl aci ng of coar se aggr egat e under wat er shal l be cont i nuous i n each st age or l i f t unt i l pl acement i n t hat st age or l i f t i s compl et ed. When t he coar se aggr egat e i s t o be pl aced i n t he dr y, t her e shal l be no ver t i cal dr op gr eat er t han 1. 5 m 5 f eet except wher e sui t abl e equi pment i s pr ovi ded t o pr event br eakage and segr egat i on and wher e speci f i cal l y aut hor i zed. Vehi c l e t r af f i c on t op of pr epl aced- coar se aggr egat e shal l not be per mi t t ed.

3. 2. 3 Col d- Weat her Pl aci ng of Pr epl aced- Aggr egat e Concr et e

When t he col d- weat her pl aci ng of pr epl aced- aggr egat e concr et e i s l i kel y t o be subj ect ed t o f r eezi ng t emper at ur es bef or e t he expi r at i on of t he cur i ng per i od, concr et e shal l be pl aced i n accor dance wi t h t he appr oved pr ocedur es. Submi t f or appr oval t he pr oposed mat er i al s, met hods, and pr ot ect i on i f pr epl aced- aggr egat e concr et e i s t o be pl aced under col d- weat her condi t i ons. The ambi ent t emper at ur e of t he space adj acent t o t he pr epl aced- aggr egat e concr et e pl acement and sur f aces t o r ecei ve pr epl aced- aggr egat e concr et e shal l be above 0 degr ees C 32 degr ees F. The pl aci ng t emper at ur e of t he pr epl aced aggr egat e concr et e havi ng a mi ni mum di mensi on l ess t han 300 mm 12 i nches shal l be bet ween 13 and 24 degr ees C 55 and 75 degr ees F when measur ed i n accor dance wi t h ASTM C1064/ C1064M. The pl aci ng t emper at ur e of t he pr epl aced- aggr egat e concr et e havi ng a mi ni mum di mensi on gr eat er t han 300 mm 12 i nches shal l be bet ween 10 and 21 degr ees C 50 and 70 degr ees F. Heat i ng of t he mi x i ng wat er or aggr egat es wi l l be r equi r ed t o r egul at e t he concr et e- pl aci ng t emper at ur es. Mat er i al s ent er i ng t he gr out mi xer shal l be f r ee f r om i ce, snow, or f r ozen l umps. Sal t , chemi cal s, or ot her mat er i al s shal l not be mi xed wi t h t he gr out t o pr event f r eezi ng. The f or ms shal l be f r ee of f r ost , and t he aggr egat e, when deposi t ed i n t he f or m, shal l be f r ee of i ce, snow, and f r ozen l umps.

3. 2. 4 Hot - Weat her Pl aci ng of Pr epl aced- Aggr egat e Concr et e

**************************************************************************NOTE: See t he appr opr i at e DM f or t he pr oper pl aci ng temperature.

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Hot - weat her pl aci ng of pr epl aced- aggr egat e concr et e shal l be pr oper l y per f or med and f i ni shed per t he appr oved pr ocedur es. Submi t f or r evi ew and appr oval by t he Cont r act i ng Of f i cer t he pr oposed mat er i al s and met hods, i f pr epl aced- aggr egat e concr et e i s t o be pl aced under hot - weat her condi t i ons. The pr epl aced- aggr egat e concr et e t emper at ur e shal l not exceed [ _____] degr ees C F when measur ed i n accor dance wi t h ASTM C1064/ C1064M. Cool i ng of t he mi xi ng wat er may be r equi r ed t o obt ai n an adequat e pl aci ng t emper at ur e. A r et ar der meet i ng t he r equi r ement s of par agr aph WATER- REDUCI NG OR RETARDI NG ADMI XTURES i n PART 2, may be used t o f aci l i t at e pl aci ng and f i ni shi ng. St eel f or ms and r ei nf or cement shal l be cool ed pr i or t o concr et e pl acement when st eel t emper at ur es ar e gr eat er t han 49 degr ees C 120 degr ees F.

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3. 2. 5 Gr out Mi xi ng and Pumpi ng

3. 2. 5. 1 Char gi ng Sequence

The or der of pl aci ng mat er i al i n t he mi xer shal l be as f ol l ows:

a. Wat er , or pr emi xed wat er and f l ui di f i er , i f t he f l ui di f i er i s i n a l i qui d f or m.

b. Cement , or pr ebl ended cement and f l ui di f i er , i f t he f l ui di f i er i s i n a powder f or m.

c. Remai ni ng i ngr edi ent s.

3. 2. 5. 2 Mi x i ng Ti me

The mi xi ng t i me f or each bat ch, af t er al l sol i ds ar e i n t he mi xer , shal l be not l ess t han 2 mi nut es. Pr ovi de t he mi xer wi t h an accept abl e devi ce t o l ock t he di schar ge mechani sm unt i l t he r equi r ed mi xi ng t i me has el apsed. Mi xer shal l not be char ged i n excess of t he capaci t y r ecommended by t he manuf act ur er nor shal l i t be oper at ed at a speed i n excess of t he manuf act ur er ' s r ecommendat i on.

3. 2. 5. 3 Pumpi ng Pr ocedur e

Bef or e st ar t i ng t o mi x and pump gr out , di sconnect t he gr out hoses f r om i nser t s or f r om i nl et poi nt s and f l ush t he l i nes wi t h wat er . Excess wat er shal l be c l ear ed f r om t he pumps and l i nes. At t he st ar t of gr out i ng, wi t h t he gr out del i ver y l i nes di sconnect ed at t he i nser t s, gr out shal l be pumped and wast ed unt i l gr out exi t i ng t he l i ne i s t he same uni f or m consi st ency as t hat bei ng di schar ged f r om t he mi xer . The coar se aggr egat e wi t hi n t he f or ms shal l be i n a moi st condi t i on at t he t i me of i nt r usi on. The i nt r usi on shal l be st ar t ed at t he l owest poi nt i n t he aggr egat e. Al l pumpi ng shal l be done uni f or ml y and at t he r at e t hat wi l l per mi t t he gr out t o f i l l al l voi ds and avoi d di spl aci ng t he aggr egat e. Af t er bei ng di schar ged i nt o t he agi t at or t ank, each bat ch of gr out shal l be cont i nuousl y agi t at ed unt i l t hat bat ch i s f ul l y di schar ged i nt o t he pump. Gr out i nser t pi pes shal l be pr oper l y ar r anged and spaced t o ensur e a r el at i vel y l evel uni f or m gr out sur f ace. I ni t i al l y t he out l et end of t he i nt r usi on l i nes shal l penet r at e t he aggr egat e mass t o wi t hi n 50 mm 2 i nches of t he base of t he aggr egat e, unl ess ot her wi se di r ect ed. The out l et s shal l be r ai sed as t he gr out r i ses, and af t er gr out i ng has pr ogr essed suf f i c i ent l y t o so per mi t , t he out l et s shal l ext end i nt o t he gr out not l ess t han 300 mm 12 i nches. Sat i sf act or y means shal l be pr ovi ded f or vent i ng t he under si de of embedded pr oj ect i ons wi t h pr ocedur es pr evi ousl y submi t t ed i n accor dance wi t h par agr aph SUBMI TTALS. Gr out i ng shal l be cont i nued unt i l gr out of t he speci f i ed qual i t y i s r et ur ned f r om t he vent pi pes, t her eby i ndi cat i ng compl et eness of gr out i nj ect i on. Dur i ng t he i nt r usi on pr ocedur e, t he f or ms shal l be ext er nal l y v i br at ed i n t he v i c i ni t y of t he gr out sur f ace. Soundi ng wel l s or ot her appr oved means of accur at el y l ocat i ng t he gr out sur f ace wi t hout i nt er r upt i ng t he i nt r usi on pr ocedur e shal l be pr ovi ded f or obser vat i on and r egul at i on of t he l evel of t he gr out . Agi t at i on of gr out shal l be cont i nuous dur i ng any shut down of t he i nt r usi on pr ocedur e. When t her e i s a l apse i n t he oper at i on of i nt r usi on i n excess of 15 mi nut es, t he gr out shal l be r eci r cul at ed t hr ough t he pump, or agi t at or and pump. The gr out del i ver y l i nes shal l be f l ushed wi t h c l ean wat er i f t hey become bl ocked. They shal l be di sconnect ed f r om gr out i nser t pi pe bef or e t he f l ushi ng oper at i on i s per f or med and shal l not be r econnect ed t o gr out i nser t pi pe af t er f l ushi ng unt i l pumpi ng i s r esumed

SECTI ON 03 37 00

and gr out appear s. I n no case shal l gr out be used af t er appr eci abl e st i f f eni ng of t he gr out mi xt ur e has occur r ed. [ When pl aced under wat er , i nt r usi on shal l begi n whi l e aggr egat es ar e bei ng pl aced and shal l f ol l ow cl osel y behi nd aggr egat e pl acement unl ess ot her wi se appr oved. At no t i me shal l t he gr out sur f ace be br ought c l oser t han 300 mm 1 f oot of t he l owest poi nt of t he aggr egat e l i f t pr i or t o t oppi ng out . ]

3. 2. 5. 4 Bl ocked Pi pes

Exer ci se car e t o avoi d bl ocki ng gr out i nser t pi pes by avoi di ng i nt er r upt i ons i n pumpi ng; however , when a pi pe becomes bl ocked, i t shal l be wi t hdr awn i mmedi at el y unt i l t he end i s at l east 600 mm 2 f eet above t he l evel of t he gr out bef or e an at t empt i s made t o unbl ock i t by washi ng out t he l i ne. I n no case shal l washi ng be at t empt ed wi t h t he end of t he gr out l i ne i nser t ed i n t he gr out .

3. 2. 5. 5 Pl aci ng Temper at ur e

I nt r usi on gr out shal l not be pl aced when t he ambi ent t emper at ur e i s bel ow 2 degr ees C 35 degr ees F, unl ess speci f i cal l y appr oved by t he Cont r act i ng Of f i cer . The pr epl aced- aggr egat e concr et e, wi t hout speci al pr ot ect i on, shal l not be subj ect ed t o f r eezi ng t emper at ur es bef or e gr out r eaches a unconf i ned compr essi ve st r engt h of 3500 kPa 500 psi . Gr out whi ch i s i nt r uded dur i ng col d weat her shal l have a t emper at ur e of not l ess t han 5 degr ees C 40 degr ees F nor mor e t han 15 degr ees C 60 degr ees F. Heat i ng of t he mi xi ng wat er or f i ne aggr egat e wi l l not be per mi t t ed unt i l t he t emper at ur e of t he gr out has decr eased t o 7 degr ees C 45 degr ees F. Al l met hods and equi pment f or heat i ng shal l be subj ect ed t o appr oval .

3. 3 FINISHING

**************************************************************************NOTE: Consul t t he appr opr i at e DM f or t hose sur f aces t o r ecei ve a t r owel f i ni sh, abr asi ve aggr egat e f i ni sh, or br oom f i ni sh. Be sur e t hose speci al f i ni shes ar e shown.

**************************************************************************

The ambi ent t emper at ur e of spaces adj acent t o sur f aces bei ng f i ni shed shal l be not l ess t han 10 degr ees C 50 degr ees F. I n hot weat her when t he r at e of evapor at i on of sur f ace moi st ur e, as det er mi ned by use of Fi gur e 2. 1. 5 of ACI 305R, may r easonabl y be expect ed t o exceed 1 kg/ squar e met er 0. 2 psf per hour , pr ovi s i ons f or wi ndbr eaks, shadi ng, f og spr ayi ng, or wet cover i ng wi t h a l i ght - col or ed mat er i al shal l be made i n advance of pl acement . Such pr ot ect i ve measur es shal l be t aken as qui ckl y as f i ni shi ng oper at i ons wi l l al l ow. Al l unf or med sur f aces t hat ar e not t o be cover ed by addi t i onal concr et e or backf i l l shal l have a f l oat f i ni sh. Addi t i onal f i ni shi ng shal l be as speci f i ed bel ow and shal l be t r ue t o t he el evat i on shown i n t he dr awi ngs. Sur f aces t o r ecei ve addi t i onal concr et e or backf i l l shal l be br ought t o t he el evat i on shown i n t he dr awi ngs and l ef t t r ue and r egul ar . Ext er i or sur f aces shal l be s l oped f or dr ai nage unl ess ot her wi se shown i n t he dr awi ng or as di r ect ed.

3. 3. 1 [ For med Top Sur f ace

A vent i ng f or m const r uct ed of musl i n shal l be used t o pr oduce t he f i ni shed sur f ace. The vent i ng f or m shal l be pl aced on t op of t he aggr egat e and backed up by f l y scr een, di amond met al l at h, and sheet i ng boar ds spaced f r om 13 t o 25 mm 1/ 2 t o 1 i nch apar t . The f or m shal l be t i ed down agai nst

SECTI ON 03 37 00

upl i f t pr essur e. ]

3. 3. 2 [ Scr eeded or Tr owel l ed Sur f ace

The gr out shal l be br ought up t o f l ood t he aggr egat e sur f ace and any di l ut ed sur f ace gr out shal l be r emoved by br oomi ng. Fol l owi ng t hi s, a t hi n l ayer of pea gr avel or 9. 5 t o 12. 5 mm 3/ 8 t o 1/ 2 i nch cr ushed aggr egat e shal l be wor ked down i nt o t he sur f ace by t ampi ng and r aki ng. When t he sur f ace i s suf f i c i ent l y har dened t o per mi t wor ki ng, t he sur f ace shal l be scr eeded, f l oat ed, or t r owel l ed t o t he speci f i ed f i ni sh. ]

3. 4 CURI NG AND PROTECTI ON

Submi t cur i ng medi um and met hods t o be used, f or r evi ew and appr oval . Cur i ng and pr ot ect i on shal l conf or m t o t he f ol l owi ng r equi r ement s:

3. 4. 1 Duration

The l engt h of t he cur i ng per i od shal l be det er mi ned by t he t ype of cement i t i ous mat er i al , as speci f i ed bel ow. Concr et e shal l be cur ed by an appr oved met hod.

CONCRETE CURI NG PERI OD

Type I por t l and cement 7 days

Type I I por t l and cement 14 days

Por t l and cement bl ended wi t h 25 per cent or l ess f l y- ash 14 days

Por t l and cement bl ended wi t h mor e t han 25 per cent Fl y- ash 21 days

I mmedi at el y af t er pl acement , pr epl aced- aggr egat e concr et e shal l be pr ot ect ed f r om pr emat ur e dr y i ng, ext r emes i n t emper at ur es, r api d t emper at ur e change, and mechani cal damage. Al l mat er i al s and equi pment needed f or adequat e cur i ng and pr ot ect i on shal l be avai l abl e and at t he pl acement s i t e t o t he st ar t of gr out i ng. Pr epl aced- aggr egat e concr et e shal l be pr ot ect ed f r om t he damagi ng ef f ect s of r ai n f or 12 hour s and f r om f l owi ng wat er f or 14 days. No f i r e or excessi ve heat , i ncl udi ng wel di ng, shal l be per mi t t ed near or i n di r ect cont act wi t h concr et e or concr et e embedment s at any t i me.

3. 4. 2 Moi st Cur i ng

Pr epl aced- aggr egat e concr et e t hat i s moi st - cur ed shal l be mai nt ai ned cont i nuousl y, not per i odi cal l y , wet f or t he ent i r e cur i ng per i od. I f wat er or cur i ng mat er i al s st ai n or di scol or concr et e sur f aces t hat ar e t o be per manent l y exposed, t hey shal l be c l eaned as r equi r ed i n par agr aph APPEARANCE, bel ow. Wher e wooden f or m sheat hi ng i s l ef t i n pl ace dur i ng cur i ng, t he sheat hi ng shal l be kept wet at al l t i mes. Wher e st eel f or ms ar e l ef t i n pl ace dur i ng cur i ng, t he f or ms shal l be car ef ul l y br oken l oose f r om t he har dened concr et e and cur i ng wat er cont i nuousl y appl i ed i nt o t he voi d t o cont i nuousl y sat ur at e t he ent i r e concr et e sur f ace. Hor i zont al sur f aces may be moi st cur ed by pondi ng, by cover i ng wi t h a mi ni mum uni f or m t hi ckness of 50 mm 2 i nches of cont i nuousl y sat ur at ed sand, or by cover i ng wi t h sat ur at ed nonst ai ni ng bur l ap or cot t on mat s. Bur l ap and cot t on mat s

SECTI ON 03 37 00

shal l be r i nsed t o r emove sol ubl e subst ances bef or e usi ng. Wat er f or cur i ng shal l compl y wi t h t he r equi r ement s of par agr aph WATER i n Par t 2.

3. 4. 3 Cur i ng wi t h Membr ane- For mi ng Cur i ng Compound

Concr et e may be cur ed wi t h an appr oved membr ane- f or mi ng cur i ng compound i n l i eu of moi st cur i ng, except t hat membr ane cur i ng wi l l not be per mi t t ed on any sur f ace t o whi ch a gr out - c l eaned f i ni sh i s t o be appl i ed or ot her concr et e i s t o be bonded, on any sur f ace cont ai ni ng pr ot r udi ng st eel r ei nf or cement , on an abr asi ve aggr egat e f i ni sh, or any sur f ace mai nt ai ned at cur i ng t emper at ur e by use of f r ee st eam. A st yr ene acr yl at e or chl or i nat ed r ubber compound may be used f or sur f aces t hat ar e t o be pai nt ed. The cur i ng compound sel ect ed shal l be compat i bl e wi t h any subsequent pai nt speci f i ed.

3. 4. 3. 1 Pi gment ed Cur i ng Compound

A pi gment ed cur i ng compound meet i ng t he r equi r ement s of par agr aph MEMBRANE- FORMI NG CURI NG COMPOUND i n PART 2, may be used on sur f aces t hat wi l l not be exposed t o v i ew when t he pr oj ect i s compl et ed.

3. 4. 3. 2 Nonpi gment ed Cur i ng Compound

A nonpi gment ed cur i ng compound cont ai ni ng a f ugi t i ve dye may be used on sur f aces t hat wi l l be exposed t o v i ew when t he pr oj ect i s compl et ed. Concr et e cur ed wi t h nonpi gment ed cur i ng compound must be shaded f r om t he sun f or t he f i r s t 3 days when t he ambi ent t emper at ur e i s 32 degr ees C 90 degr ees F or hi gher .

3. 4. 3. 3 Application

The cur i ng compound shal l be appl i ed t o f or med sur f aces i mmedi at el y af t er t he f or ms ar e r emoved and pr i or t o any pat chi ng or ot her sur f ace t r eat ment except t he c l eani ng of l oose sand, mor t ar , and debr i s f r om t he sur f ace. The sur f aces shal l be t hor oughl y moi st ened wi t h wat er , and t he cur i ng compound shal l be appl i ed as soon as f r ee wat er di sappear s. The cur i ng compound shal l be appl i ed t o unf or med sur f aces as soon as f r ee wat er has di sappear ed. The cur i ng compound shal l be appl i ed i n a t wo- coat cont i nuous oper at i on by appr oved mot or i zed power - spr ayi ng equi pment oper at i ng at a mi ni mum pr essur e of 520 kPa 75 psi , at a uni f or m cover age of not mor e t han 10 squar e met er s/ L 400 squar e f eet / gal l on f or each coat , and t he second coat shal l be appl i ed per pendi cul ar t o t he f i r st coat . Concr et e sur f aces t hat have been subj ect ed t o r ai nf al l wi t hi n 3 hour s af t er cur i ng compound has been appl i ed shal l be r espr ayed by t he met hod and at t he cover age speci f i ed. Al l concr et e sur f aces on whi ch t he cur i ng compound has been appl i ed shal l be adequat el y pr ot ect ed f or t he dur at i on of t he ent i r e cur i ng per i od f r om pedest r i an and vehi cul ar t r af f i c and f r om any ot her cause t hat wi l l di sr upt t he cont i nui t y of t he cur i ng membr ane.

3. 4. 4 I mper vi ous- Sheet Cur i ng

Hor i zont al sur f aces may be cur ed usi ng i mper vi ous sheet s. The sheet s shal l compl y wi t h t he r equi r ement s of ASTM C171, except t hat pol yet hyl ene f i l m shal l not be used. Al l sur f aces shal l be t hor oughl y wet t ed and be compl et el y cover ed wi t h wat er pr oof paper , or wi t h pol yet hyl ene- coat ed bur l ap havi ng t he bur l ap t hor oughl y wat er - sat ur at ed bef or e pl aci ng. Cover i ng shal l be l apped not l ess t han 300 mm 12 i nches and secur el y wei ght ed down or shal l be l apped not l ess t han 100 mm 4 i nches and t aped t o f or m a cont i nuous cover wi t h compl et el y c l osed j oi nt s. The sheet shal l be

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wei ght ed t o pr event di spl acement so t hat i t r emai ns i n cont act wi t h t he concr et e dur i ng t he speci f i ed l engt h of cur i ng. Cover i ng shal l be f ol ded down over exposed edges of t he s l abs and secur ed by appr oved means. Sheet s shal l be i mmedi at el y r epai r ed or r epl aced i f t ear s or hol es appear dur i ng t he cur i ng per i od.

3. 4. 5 Col d- Weat her Cur i ng and Pr ot ect i on

When t he dai l y out door l ow t emper at ur e i s l ess t han 0 degr ees C 32 degr ees F, t he t emper at ur e of t he concr et e shal l be mai nt ai ned above 5 degr ees C 40 degr ees F f or t he f i r st 7 days af t er pl aci ng. I n addi t i on, dur i ng t he per i od of pr ot ect i on r emoval , t he ai r t emper at ur e adj acent t o t he concr et e sur f aces shal l be cont r ol l ed so t hat concr et e near t he sur f ace wi l l not be subj ect ed t o a t emper at ur e di f f er ent i al of mor e t han 15 degr ees C 25 degr ees F. Thi s shal l be det er mi ned by obser vat i on of ambi ent and concr et e t emper at ur es i ndi cat ed by sui t abl e t emper at ur es measur i ng devi ces f ur ni shed by t he Gover nment as r equi r ed and i nst al l ed adj acent t o t he concr et e sur f ace and 50 mm 2 i nches i nsi de t he sur f ace of t he concr et e. The i nst al l at i on of t he t her momet er s shal l be made at such l ocat i ons as may be directed.

3. 4. 6 Appearance

Per manent l y exposed sur f aces shal l be c l eaned, i f s t ai ned or ot her wi se di scol or ed, by a met hod t hat does not har m t he concr et e and t hat i s approved.

3. 5 TESTI NG AND QUALI TY VERI FI CATI ON FOR CONTRACTOR QUALI TY CONTROL

Submi t st at ement s at t est i ng t hat t he concr et e t est i ng t echni c i ans and t he concr et e i nspect or s meet t he speci f i ed r equi r ement s, al so Cont r act or qual i t y cont r ol t est r esul t s and i nspect i on r epor t s dai l y and weekl y as r equi r ed. Wi t h t he t est i ng and qual i t y ver i f i cat i on, conf or m t o t he f ol l owi ng r equi r ement s.

3. 5. 1 General

Per f or m t he i nspect i on and t est s descr i bed bel ow, and based upon t he r esul t s of t hese i nspect i ons and t est s, t ake t he act i on r equi r ed and submi t r epor t s as r equi r ed. When, i n t he opi ni on of t he Cont r act i ng Of f i cer , t he pr epl aced- aggr egat e concr et i ng oper at i ons ar e out of cont r ol , aggr egat e and i nt r usi on gr out i ng shal l cease. The l abor at or y per f or mi ng t he t est s shal l be onsi t e and shal l conf or m wi t h ASTM C1077. The Gover nment wi l l i nspect t he l abor at or y, equi pment , and t est pr ocedur es pr i or t o st ar t of concr et i ng oper at i ons and at l east once per year t her eaf t er f or conf or mance wi t h ASTM C1077.

3. 5. 2 Test i ng and I nspect i on Requi r ement s

3. 5. 2. 1 Fi ne Aggr egat e

3. 5. 2. 1. 1 Grading

At l east once dur i ng each shi f t when t he gr out pl ant i s oper at i ng, t her e shal l be one si eve anal ysi s and f i neness modul us det er mi nat i on i n accor dance wi t h ASTM C136/ C136M and COE CRD- C 104 f or t he f i ne aggr egat e. The gr adi ng shal l conf or m t o r equi r ement s i n par agr aph FI NE- AGGREGATE GRADI NG i n PART 2. The l ocat i on at whi ch sampl es ar e t aken may be sel ect ed by t he Cont r act or as t he most advant ageous f or cont r ol . However , t he

SECTI ON 03 37 00

Cont r act or i s r esponsi bl e f or del i ver i ng f i ne aggr egat e t o t he mi xer wi t hi n speci f i cat i on l i mi t s.

3. 5. 2. 1. 2 Cor r ect i ve Act i on f or Fi ne- Aggr egat e Gr adi ng

When t he amount passi ng on any s i eve i s out s i de t he speci f i cat i on l i mi t s, t he f i ne aggr egat e shal l be i mmedi at el y r esampl ed and r et est ed. I f t her e i s anot her f ai l ur e on any s i eve, t he f act shal l i mmedi at el y be r epor t ed t o t he Cont r act i ng Of f i cer .

3. 5. 2. 1. 3 Moi st ur e Cont ent Test i ng

Ther e shal l be at l east f our t est s f or moi st ur e cont ent i n accor dance wi t h ASTM C566 dur i ng each 8- hour per i od of mi x i ng pl ant oper at i on. The t i mes f or t he t est s shal l be sel ect ed r andoml y wi t hi n t he 8- hour per i od. An addi t i onal t est shal l be made whenever t he gr out f l ow i s out of cont r ol or excessi ve var i at i on i n consi st ency i s r epor t ed by t he pl aci ng f or eman. The r esul t s of t est s f or moi st ur e cont ent shal l be used t o adj ust t he added wat er i n t he cont r ol of t he gr out mi xi ng.

3. 5. 2. 1. 4 Moi st ur e Cont ent Cor r ect i ve Act i on

Whenever t he moi st ur e cont ent of t he f i ne aggr egat e changes by 0. 5 per cent or mor e, t he scal e set t i ngs f or t he f i ne- aggr egat e bat cher and wat er bat cher shal l be adj ust ed ( di r ect l y or by means of a moi st ur e compensat i on devi ce) , i f necessar y t o mai nt ai n t he speci f i ed f l ow.

3. 5. 2. 2 Coar se Aggr egat e

3. 5. 2. 2. 1 Gradinge

At l east once dur i ng each shi f t i n whi ch t he coar se aggr egat e i s bei ng pl aced i n t he f or ms, t her e shal l be a s i eve anal ys i s i n accor dance wi t h ASTM C136/ C136M f or each si ze of coar se aggr egat e. The coar se aggr egat es shal l conf or m t o t he r equi r ement s f ound i n par agr aph COARSE- AGGREGATE GRADI NG i n PART 2. The l ocat i on at whi ch sampl es ar e t aken may be sel ect ed by t he Cont r act or as t he most advant ageous f or pr oduct i on cont r ol . A t est r ecor d of sampl es of aggr egat e t aken at t he same l ocat i ons shal l show t he r esul t s of t he cur r ent t est as wel l as t he aver age r esul t s of t he f i ve most r ecent t est s i nc l udi ng t he cur r ent t est . The Cont r act or may adopt l i mi t s f or cont r ol whi ch ar e coar ser t han t he speci f i cat i on l i mi t s f or sampl es t aken at l ocat i ons ot her t han as del i ver ed t o t he f or ms t o al l ow f or degr adat i on dur i ng handl i ng.

3. 5. 2. 2. 2 Cor r ect i ve Act i on f or Gr adi ng

When t he amount passi ng any s i eve i s out s i de t he speci f i cat i on l i mi t s, t he coar se aggr egat e shal l be i mmedi at el y r esampl ed and r et est ed. I f t he second sampl e f ai l s on any s i eve, t hat f act shal l be r epor t ed t o t he Cont r act i ng Of f i cer . Wher e t wo consecut i ve aver ages of f i ve t est s ar e out s i de speci f i cat i on l i mi t s, t he oper at i on shal l be consi der ed out of cont r ol and shal l be r epor t ed t o t he Cont r act i ng Of f i cer . Aggr egat e pl acement shal l be st opped and i mmedi at e st eps shal l be t aken t o cor r ect t he gr adi ng.

3. 5. 2. 3 Qual i t y of Aggr egat es

**************************************************************************NOTES: Dependi ng upon t he qual i t y of aggr egat es

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avai l abl e, some t est s may not be r equi r ed. Ref er t o EM 1110- 2- 2000 f or t he pur pose of each t est .

The pet r ogr aphi c exami nat i on shal l be used t o i dent i f y del et er i ous subst ances i n aggr egat es. Del et er i ous subst ances shal l be l i s t ed i ndi v i dual l y wi t h r espect i ve l i mi t s.

**************************************************************************

Submi t aggr egat e qual i t y t est r esul t s, at l east 30 days pr i or t o st ar t of pr epl aced- aggr egat e concr et e pl acement . The qual i t y of aggr egat es shal l meet t he f ol l owi ng r equi r ement s.

3. 5. 2. 3. 1 Fr equency of Qual i t y Test s

Thi r t y days pr i or t o t he st ar t of pr epl aced- aggr egat e concr et e pl acement per f or m al l t est s f or aggr egat e qual i t y l i s t ed on t he f ol l owi ng page. I n addi t i on, af t er t he st ar t of concr et e pl acement , per f or m t est s f or aggr egat e qual i t y i n accor dance wi t h t he f r equency schedul e. Sampl es of f i ne aggr egat e t est ed af t er t he st ar t of concr et e pl acement shal l be t aken i mmedi at el y pr i or t o ent er i ng t he gr out mi xer . Sampl es of coar se aggr egat e t est ed af t er t he st ar t of concr et e pl acement shal l be t aken i mmedi at el y pr i or t o ent er i ng t he f or ms.

FREQUENCY

PROPERTY FI NE AGGREGATE COARSE AGGREGATE TEST

Speci f i c Gr avi t y Ever y 3 mont hs Ever y 3 mont hs ASTM C127ASTM C128

Absorption Ever y 3 mont hs Ever y 3 mont hs ASTM C127ASTM C128

Dur abi l i t y Fact or usi ng, Pr ocedur e A

Ever y 12 mont hs Ever y 12 mont hs COE CRD- C 114ASTM C666/ C666M

Cl ay Lumps and Fr i abl e Particles

Ever y 3 mont hs Ever y 3 mont hs ASTM C142/ C142M

Mat er i al Fi ner t han t he 75 µm No. 200 Si eve

Ever y 3 mont hs Ever y 3 mont hs ASTM C117

Or gani c I mpur i t i es Ever y 3 mont hs Not appl i cabl e ASTM C40ASTM C87/ C87M

L. A. Abr asi on Not appl i cabl e Ever y 6 mont hs ASTM C131/ C131MASTM C535

Sof t and Fr i abl e ( Scr at ch Hardness)

Not appl i cabl e Ever y 6 mont hs COE CRD- C 130

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FREQUENCY

PROPERTY FI NE AGGREGATE COARSE AGGREGATE TEST

Pet r ogr aphi c Exami nat i on Ever y 6 mont hs Ever y 6 mont hs ASTM C295/ C295M

[ Cher t , l ess t han 2. 40 speci f i c gr avi t y]


[ Coal and Li gni t e, l ess t han 2. 00 speci f i c gr avi t y]


3. 5. 2. 3. 2 Cor r ect i ve Act i on f or Aggr egat e Qual i t y

I f t he r esul t of a qual i t y t est f ai l s t o meet t he r equi r ement s f or qual i t y i mmedi at el y pr i or t o st ar t of pr epl aced- aggr egat e concr et i ng oper at i ons, pr oduct i on pr ocedur es or mat er i al s shal l be changed and addi t i onal t est s shal l be per f or med unt i l t he mat er i al meet s t he qual i t y r equi r ement s pr i or t o pr oceedi ng wi t h ei t her mi xt ur e pr opor t i oni ng st udi es or st ar t i ng pr epl aced- aggr egat e concr et i ng oper at i ons. Af t er pr epl aced- aggr egat e concr et i ng oper at i ons commences, whenever t he r esul t of a t est f or qual i t y f ai l s t he r equi r ement s, t he t est shal l be r er un i mmedi at el y. I f t he second t est f ai l s t he qual i t y r equi r ement , t he f act shal l be r epor t ed t o t he Cont r act i ng Of f i cer and i mmedi at e st eps t aken t o r ect i f y t he s i t uat i on.

3. 5. 2. 4 Scales

3. 5. 2. 4. 1 Accur acy i n Det er mi nat i on of Mass

The accur acy of t he scal es shal l be checked by r ef er ence masses pr i or t o st ar t of gr out i ng oper at i ons and at l east once ever y 3 mont hs f or conf or mance wi t h t he appl i cabl e r equi r ement s of par agr aph BATCHI NG EQUI PMENT i n PART 2. Such t est s shal l al so be made as di r ect ed whenever t her e ar e var i at i ons i n pr oper t i es of t he f r esh gr out t hat coul d r esul t f r om bat chi ng er r or s.

3. 5. 2. 4. 2 Scal es Cor r ect i ve Act i on

When t he accur acy of det er mi nat i on of mass does not compl y wi t h speci f i cat i on r equi r ement s, gr out i ng shal l not be per f or med unt i l necessar y adj ust ment s or r epai r s have been made. Di scr epanci es i n r ecor di ng accur aci es shal l be cor r ect ed i mmedi at el y t o t he Cont r act i ng Of f i cer .

3. 5. 2. 5 Gr out Pl ant Cont r ol

The measur ement of al l const i t uent mat er i al s i ncl udi ng cement i t i ous mat er i al s, aggr egat e, wat er , and admi xt ur es shal l be cont i nuousl y cont r ol l ed. The f i ne aggr egat e mass and amount of added wat er shal l be adj ust ed as necessar y t o compensat e f or f r ee moi st ur e i n t he f i ne aggr egat e. The amount of ai r - ent r ai ni ng agent shal l be adj ust ed t o cont r ol ai r cont ent wi t hi n speci f i ed l i mi t s. A r epor t shal l be pr epar ed i ndi cat i ng t ype and sour ce of cement used, t ype and sour ce of pozzol an used, amount and sour ce of admi xt ur es used, aggr egat e sour ce, t he r equi r ed aggr egat e and wat er i n mass per cubi c met er , amount of wat er as f r ee moi st ur e i n t he f i ne aggr egat e, and t he bat ch aggr egat e and mass of wat er per cubi c met er f or each mi xt ur e bat ched dur i ng gr out i ng oper at i ons.

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3. 5. 2. 6 Gr out Mi xt ur e

3. 5. 2. 6. 1 Ai r - Cont ent Test i ng

Ai r - cont ent t est s shal l be made when t est speci mens ar e f abr i cat ed. I n addi t i on, at l east t wo t est s f or ai r cont ent shal l be made on r andoml y sel ect ed bat ches of each separ at e gr out mi xt ur e pr oduced dur i ng each 8- hour per i od of gr out pr oduct i on. Addi t i onal t est s shal l be made when excessi ve var i at i on i n consi st ency i s r epor t ed by t he pl aci ng f or eman or Gover nment qual i t y assur ance r epr esent at i ve. Test s shal l be made i n accor dance wi t h ASTM C231/ C231M. Test r esul t s shal l be pl ot t ed on cont r ol char t s whi ch shal l at al l t i mes be r eadi l y avai l abl e t o t he Gover nment . Copi es of t he cur r ent cont r ol char t s shal l be kept i n t he f i el d by t he Cont r act or ' s qual i t y cont r ol r epr esent at i ves and r esul t s pl ot t ed as t est s ar e made. When a s i ngl e t est r esul t r eaches t he upper or l ower act i on l i mi t , a second t est shal l i mmedi at el y be made. The r esul t s of t he t wo t est s shal l be aver aged. Thi s aver age shal l be used as t he ai r cont ent of t he bat ch t o pl ot on t he cont r ol char t f or ai r cont ent and on t he cont r ol char t f or r ange and t o det er mi ne t he need f or any r emedi al act i on. The r esul t of each t est , or aver age as not ed i n t he pr evi ous sent ence, shal l be pl ot t ed on a separ at e char t f or each mi xt ur e on whi ch an aver age l i ne i s set at t he mi dpoi nt of t he speci f i ed ai r - cont ent r ange f r om par agr aph AI R CONTENT i n PART 2. An upper war ni ng l i mi t and a l ower war ni ng l i mi t l i ne shal l be set 1. 0 per cent age poi nt above and bel ow t he aver age l i ne. An upper act i on l i mi t and a l ower act i on l i mi t l i ne shal l be set 1. 5 per cent age poi nt s above and bel ow t he aver age l i ne, r espect i vel y. The r ange bet ween each t wo consecut i ve t est s shal l be pl ot t ed on a cont r ol char t f or r ange wher e an upper war ni ng l i mi t i s set at 2. 0 per cent age poi nt s and up upper act i on l i mi t i s set at 3. 0 per cent age poi nt s. Sampl es f or ai r cont ent may be t aken at t he mi xer ; however , t he Cont r act or i s r esponsi bl e f or del i ver i ng t he gr out t o t he pl acement s i t e at t he st i pul at ed f l ow. I f t he Cont r act or ' s mat er i al s or t r anspor t at i on met hods cause f l ow l oss bet ween t he mi xer and t he pl acement , cor r el at i on sampl es shal l be t aken at t he pl acement s i t e as r equi r ed by t he Cont r act i ng Of f i cer and t he ai r cont ent at t he mi xer cont r ol l ed as di r ect ed.

3. 5. 2. 6. 2 Ai r - Cont ent Cor r ect i ve Act i on

Whenever poi nt s on t he cont r ol char t f or per cent ai r r each ei t her war ni ng l i mi t , an adj ust ment shal l i mmedi at el y be made i n t he amount of ai r - ent r ai ni ng admi xt ur e bat ched. As soon as i s pr act i cal af t er each adj ust ment , anot her t est shal l be made t o ver i f y t he r esul t of t he adj ust ment . Whenever a poi nt on t he cont r ol char t r ange r eaches t he war ni ng l i mi t , t he admi xt ur e di spenser shal l be r ecal i br at ed t o ensur e t hat i t i s oper at i ng accur at el y and wi t h good r epr oduci bi l i t y . Whenever a poi nt on ei t her cont r ol char t r eaches an act i on l i mi t l i ne, t he ai r cont ent shal l be consi der ed out of cont r ol and t he concr et i ng oper at i on shal l i mmedi at el y be hal t ed unt i l t he ai r cont ent i s under cont r ol . Addi t i onal ai r - cont ent t est s shal l be made when gr out mi xi ng i s r est ar t ed. Al l t hi s shal l be at no ext r a cost t o t he Gover nment .

3. 5. 2. 7 Test f or Gr out Fl ow

3. 5. 2. 7. 1 Tests

At l east t wo t est s shal l be made on r andoml y sel ect ed bat ches of gr out mi xt ur e dur i ng each shi f t ' s pr oduct i on i n accor dance wi t h ASTM C939/ C939M. Addi t i onal t est s shal l be made when excessi ve var i at i on i n f l ow of gr out

SECTI ON 03 37 00

mi xt ur e i s r epor t ed by t he gr out f or eman or Gover nment i nspect or . Test r esul t s shal l be pl ot t ed on cont r ol char t s whi ch shal l at al l t i mes be r eadi l y avai l abl e t o t he Gover nment . Copi es of t he cur r ent cont r ol char t s shal l be kept i n t he f i el d by t he Cont r act or ' s qual i t y cont r ol r epr esent at i ves and r esul t s pl ot t ed as t est s ar e made. When a s i ngl e- f l ow t est r eaches or goes beyond t he upper or l ower act i on l i mi t , a second t est shal l i mmedi at el y be made on t he same bat ch of concr et e. The r esul t s of t he t wo t est s shal l be aver aged. Thi s aver age shal l be used as t he f l ow of t he bat ch t o pl ot on t he cont r ol char t f or f l ow and t he char t f or r ange and t o det er mi ne t he need f or any r emedi al act i on. An upper war ni ng l i mi t shal l be set at 1 second bel ow t he maxi mum al l owabl e f l ow on separ at e cont r ol char t s f or f l ow used f or each t ype of mi xt ur e, and upper and l ower act i on l i mi t l i nes shal l be set at t he maxi mum and mi ni mum al l owabl e f l ows, r espect i vel y. The r ange bet ween each consecut i ve f l ow t est f or each t ype of mi xt ur e shal l be pl ot t ed on a s i ngl e cont r ol char t f or r ange on whi ch an upper act i on l i mi t i s set at 2 seconds. Sampl es f or f l ow shal l be t aken at t he agi t at or ; however , t he Cont r act or i s r esponsi bl e f or del i ver i ng t he gr out t o t he pl acement s i t e at t he st i pul at ed f l ow. I f t he Cont r act or ' s mat er i al s or t r anspor t at i on met hods cause f l ow l oss bet ween mi xer and t he pl acement , cor r el at i on sampl es shal l be t aken at t he pl acement s i t e as r equi r ed by t he Cont r act i ng Of f i cer and t he f l ow at t he mi xer cont r ol l ed as directed.

3. 5. 2. 7. 2 Gr out Fl ow Cor r ect i ve Act i on

Whenever poi nt s on t he cont r ol char t f or f l ow r each t he upper war ni ng l i mi t , an adj ust ment shal l be i mmedi at el y made i n t he bat ch wei ght s of wat er and f i ne aggr egat e. The adj ust ment s ar e t o be made so t hat t he t ot al wat er cont ent does not exceed t hat amount al l owed by t he maxi mum W/ C speci f i ed, based upon aggr egat es whi ch ar e i n a sat ur at ed sur f ace- dr y condi t i on. When a s i ngl e f l ow r eaches t he upper or l ower act i on l i mi t , no f ur t her gr out shal l be del i ver ed t o t he pl aci ng s i t e unt i l pr oper adj ust ment s have been made. I mmedi at el y af t er each adj ust ment , anot her t est shal l be made t o ver i f y t he cor r ect ness of t he adj ust ment . Whenever t wo consecut i ve f l ow t est s, made dur i ng a per i od when t her e was no adj ust ment of bat ch wei ght s, pr oduce a poi nt on t he cont r ol char t f or r ange at or above t he upper act i on l i mi t , t he gr out i ng oper at i on shal l i mmedi at el y be hal t ed, and t ake appr opr i at e st eps t o br i ng t he f l ow under cont r ol . Al so, addi t i onal f l ow t est s shal l be made as di r ect ed. Al l t hi s shal l be at no addi t i onal cost t o t he Gover nment .

3. 5. 2. 7. 3 Temperature

The t emper at ur e of t he gr out shal l be measur ed when compr essi ve st r engt h speci mens ar e f abr i cat ed. Measur ement shal l be i n accor dance wi t h ASTM C1064/ C1064M. The t emper at ur e shal l be r epor t ed al ong wi t h t he compr essi ve st r engt h dat a.

3. 5. 2. 7. 4 Compr essi ve- St r engt h Speci mens

At l east one set of t est speci mens shal l be made each day on each di f f er ent pr epl aced- aggr egat e concr et e mi xt ur e pl aced dur i ng t he day. Addi t i onal set s of t est cyl i nder s shal l be made, as di r ect ed by t he Cont r act i ng Of f i cer , when t he mi xt ur e pr opor t i ons ar e changed or when l ow st r engt hs have been det ect ed. A r andom gr out sampl i ng pl an shal l be devel oped and appr oved pr i or t o t he st ar t of const r uct i on. The pl an shal l assur e t hat sampl i ng i s done i n a compl et el y r andom and unbi ased manner . A set of t est speci mens f or concr et e wi t h a 28- day speci f i ed st r engt h, i n accor dance wi t h par agr aph DESI GN OF PREPLACED AGGREGATE i n Par t 1, shal l consi st of s i x

SECTI ON 03 37 00

cyl i nder s, t hr ee t o be t est ed at 7 days and t hr ee at 28 days. A set of t est speci mens f or concr et e wi t h a 90- day st r engt h, i n accor dance wi t h t he same par agr aph, shal l consi st of ni ne cyl i nder s, t hr ee t est ed at 7 days, t hr ee at 28 days, and t hr ee at 90 days. Test speci mens shal l be mol ded and cur ed i n accor dance wi t h ASTM C943 and t est ed i n accor dance wi t h ASTM C39/ C39M. Al l compr essi ve- st r engt h t est s shal l be r epor t ed i mmedi at el y t o t he Cont r act i ng Of f i cer . Qual i t y cont r ol char t s shal l be kept f or i ndi v i dual st r engt h t est s, movi ng aver age f or st r engt h, and movi ng aver age f or r ange f or each mi xt ur e. The char t s shal l be s i mi l ar t o t hose f ound i n ACI 214R.

3. 5. 2. 8 I nspect i on Bef or e Pumpi ng Gr out

Foundat i on or const r uct i on j oi nt s, f or ms, and embedded i t ems shal l be i nspect ed f or qual i t y i n suf f i c i ent t i me pr i or t o each gr out pl acement t o cer t i f y t o t he Cont r act i ng Of f i cer t hat t hey ar e r eady t o r ecei ve gr out . The r esul t s of each i nspect i on shal l be r epor t ed i n wr i t i ng.

3. 5. 2. 9 Gr out Pumpi ng

3. 5. 2. 9. 1 Pl aci ng I nspect i on

The pl aci ng f or eman shal l super vi se al l pl aci ng oper at i ons, shal l det er mi ne t hat t he cor r ect qual i t y of gr out i s pl aced i n each l ocat i on as di r ect ed by t he Cont r act i ng Of f i cer , and shal l be r esponsi bl e f or measur i ng and r ecor di ng gr out t emper at ur es and ambi ent t emper at ur e hour l y dur i ng pl aci ng oper at i ons, weat her condi t i ons, t i me of gr out pl acement , amount of gr out pl aced, and met hod of pl acement .

3. 5. 2. 9. 2 Pumpi ng Cor r ect i ve Act i on

The pl aci ng f or eman shal l not per mi t gr out i ng oper at i ons t o begi n unt i l i t has been ver i f i ed t hat an adequat e number of v i br at or s i n wor ki ng or der and wi t h compet ent oper at or s ar e avai l abl e. I f any bat ch of gr out f ai l s t o meet t he t emper at ur e r equi r ement s, i mmedi at e st eps shal l be t aken t o i mpr ove t emper at ur e cont r ol s. Submi t dat a on t he s i ze, f r equency, and ampl i t ude of t he ext er nal v i br at or s f or r evi ew.

3. 5. 2. 10 Curing

3. 5. 2. 10. 1 Moi st - Cur i ng I nspect i ons

At l east once each shi f t and once per day on nonwor k days, an i nspect i on shal l be made of al l ar eas subj ect t o moi st cur i ng. The sur f ace moi st ur e condi t i on shal l be not ed and r ecor ded.

3. 5. 2. 10. 2 Moi st - Cur i ng Cor r ect i ve Act i on

When a dai l y i nspect i on r epor t l i s t s an ar ea of i nadequat e cur i ng, i mmedi at e cor r ect i ve act i on shal l be t aken, and t he r equi r ed cur i ng per i od f or such ar eas shal l be ext ended by 1 day.

3. 5. 2. 10. 3 Membr ane- Cur i ng I nspect i on

Do not appl y cur i ng compound unt i l t he Cont r act or ' s aut hor i zed r epr esent at i ve has ver i f i ed t hat t he compound i s pr oper l y mi xed and r eady f or spr ayi ng. At t he end of each oper at i on, est i mat e t he quant i t y of compound used by measur ement of t he cont ai ner and t he ar ea of concr et e sur f ace cover ed and comput e t he r at e of cover age i n squar e met er s/ L squar e

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f eet / gal l on. Not e whet her or not cover age i s uni f or m.

3. 5. 2. 10. 4 Membr ane- Cur i ng Cor r ect i ve Act i on

When t he cover age r at e of t he cur i ng compound i s l ess t han t hat speci f i ed or when t he cover age i s not uni f or m, t he ent i r e sur f ace shal l be spr ayed again.

3. 5. 2. 10. 5 Sheet - Cur i ng I nspect i on

At l east once each shi f t and once per day on nonwor k days, an i nspect i on shal l be made of al l ar eas bei ng cur ed usi ng mat er i al sheet s. The condi t i on of t he cover i ng and t he t i ght ness of t he l aps and t apes shal l be not ed and r ecor ded.

3. 5. 2. 10. 6 Sheet - Cur i ng Cor r ect i ve Act i on

When a dai l y i nspect i on r epor t l i s t s any t ear s, hol es, or l aps or j oi nt s t hat ar e not compl et el y c l osed, t he t ear s and hol es shal l pr ompt l y be r epai r ed or t he sheet s r epl aced, t he j oi nt s c l osed, and t he r equi r ed cur i ng per i od f or t hose ar eas shal l be ext ended by 1 day.

3. 5. 2. 11 Col d- Weat her Pr ot ect i on and Seal ed I nsul at i on Cur i ng

At l east once each shi f t and once per day on nonwor k days, an i nspect i on shal l be made of al l ar eas subj ect t o col d- weat her pr ot ect i on. The pr ot ect i on syst em shal l be i nspect ed f or hol es, t ear s, unseal ed j oi nt s, or ot her def i c i enci es t hat coul d r esul t i n damage t o t he concr et e. Speci al at t ent i on shal l be t aken at edges, cor ner s, and t hi n sect i ons. Any def i c i enci es shal l be not ed, cor r ect ed, and r epor t ed.

3. 5. 2. 12 Col d- Weat her Pr ot ect i on Cor r ect i ve Act i on

When a dai l y i nspect i on r epor t l i s t s any hol es, t ear s, unseal ed j oi nt s, or ot her def i c i enci es, t he def i c i ency shal l be cor r ect ed i mmedi at el y and t he per i od of pr ot ect i on ext ended 1 day.

3. 5. 3 Reports

Al l r esul t s of t est s or i nspect i ons conduct ed shal l be r epor t ed i nf or mal l y as t hey ar e compl et ed and i n wr i t i ng dai l y. A weekl y r epor t shal l be pr epar ed f or t he updat i ng of cont r ol char t s cover i ng t he ent i r e per i od f r om t he st ar t of t he const r uct i on season t hr ough t he cur r ent week. Dur i ng per i ods of col d- weat her pr ot ect i on, r epor t s of per t i nent t emper at ur es shal l be made dai l y. These r equi r ement s do not r el i eve t he Cont r act or of t he obl i gat i on t o r epor t cer t ai n f ai l ur es i mmedi at el y as r equi r ed i n pr ecedi ng par agr aphs. Such r epor t s of f ai l ur es and t he act i on t aken shal l be conf i r med i n wr i t i ng i n t he r out i ne r epor t s. The Cont r act i ng Of f i cer has t he r i ght t o exami ne al l cont r act or qual i t y cont r ol r ecor ds.

- - End of Sect i on - -

SECTI ON 03 37 00

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